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CONFERENCE OUTLINE
About WCTEProgram at a GlanceOn-Site Information
SCIENTIFIC PROGRAM
Information for Presenters & ChairsOverviewPlenary & Semi-Plenary Lectures
CONTENT OF MINI-SYMPOSIA, GENERAL & POSTER SESSIONS
Wood Products & ComponentsComputer-based MethodsTimber ArchitectureTimber EngineeringImplementation
TIME TABLE
Monday, August 22Tuesday, August 23Wednesday, August 24Thursday, August 25Friday, August 26
ABSTRACTS
Wood Products & ComponentsComputer-based MethodsTimber ArchitectureTimber EngineeringImplementation
INDEX OF AUTHORS
BEYOND SCIENCE
Social & Accompanying Persons' ProgramTechnical ExcursionsLiving in ViennaExpositionsBlue AwardExhibition
TABLE OF CONTENTS
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http://wcte2016.conf.tuwien.ac.at/
For further information and interactive conference calender please visit:
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PARTNERS
ANNOUNCEMENT OF WCTE 2018
ROOM MAPS
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Rinterzelt-Waste Treatment Plant, Vienna AT, 1980 © ITI, TU WienDesign: Julius Natterer, Lukas Lang, Emil Jakupex
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4 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
ABOUT WCTE
National Advisory Board
Representatives of Scientific CommunityThomas Bader, Vienna University of TechnologyErnst Beneder, Vienna University of TechnologyManfred Brandstätter, Holzforschung AustriaHeinz J. Ferk, Graz University of TechnologyMichael Flach, University of InnsbruckJosef Füssl, Vienna University of TechnologyThomas Hasler, Vienna University of TechnologyAlexander Petutschnigg, Salzburg University of Applied ScienceslGerhard Schickhofer, Graz University of Technology Alfred Teischinger, University of Natural Resources and Life SciencesRupert Wimmer, University of Natural Resources and Life Sciences
Representatives of IndustryMichael Bauer, Austrian Assoc. of Glulam Industry, Graf-Holztechnik Helmut Hödl, Rubner HolzbauHerbert Jöbstl, Stora EnsoPeter Lang, Rotho Blaas GmbHDieter Lechner, Association of Austrian Wood IndustriesRaimund Mauritz, DokaMichael Offner, proHolz, KLH MassivholzGerald Schweighofer, Schweighofer GroupReinhold Steinmaurer, Austrian Association of Master Carpenters Mario Wagner, KLH MassivholzErich Weichselbaum, AT Assoc.Prefabricated Building ManufacturersErich Wiesner, Association of Austrian Wood Industries, WIEHAG
Representatives of Public / Governm. InstitutionsMartin Greimel, Austrian Federal Ministry of Agriculture, Forestry, Environment and Water ManagementBrigitte Jilka, Urban Planning, Develp. & Construction, City of ViennaGerhard Mannsberger, Austrian Federal Ministry of Agriculture, Forestry, Environment and Water ManagementRainer Mikulits, Austrian Institute of Construction EngineeringBarbara Neubauer, Federal Monuments OfficeChristian Smoliner, AT Federal Ministry of Science, Research & EconomyHans-Peter Weiss, Bundesimmobiliengesellschaft
Representatives of Planning / ArchitectureHelmut Dietrich, Untertrifaller ArchitectsHermann Kaufmann, Hermann Kaufmann ArchitectsWerner Nussmüller, Nussmüller ArchitectsGeorg Pendl, Federal Chamber Architects & Chartered Eng. ConsultantsRichard Woschitz, RWT plus ZT GmbH
AustraliaKeith CrewsSteffen LehmannBrazilCarlito Jr CalilCanadaRobert BeauregardRichard DesjardinsErol KaracebeyliFrank LamAlexander SalenikovichIan SmithThomas TannertChinaMinjuan HeHaiqing RenCroatiaVlatka RajcicCzech RepublicPetr KuklikFinlandMatti KairiTomi TorattiFranceDominique Gauzin-MüllerPatrick RacherFrederic RougerGermanySimon AicherHans BlassPeer HallerMichael KaliskeUlrike KuhlmannKlaus RichterStefan Winter ItalyArio CeccottiMassimo FragiacomoMaurizio Piazza
JapanNato AndoShiro AratakeNaohito KawaiMikkio KoshiharaNew ZealandAndy BuchananHugh MorrisPierre QuennevilleNetherlandsAndré JorissenAdrian LeijtenJan-Willem Van de KuilenNorwayJochen KöhlerSwedenKent PerssonErik SerranoHolger WallbaumSwitzerlandIngo BurgertAndrea FrangiAndreas MüllerPeter NiemzUKJulie BregulllaRichard HarrisUSAPeggi CloustonWilliam DavidsDavid KretschmannEric LandisJohn NairnJohn "Buddy" ShowalterJohn van de Lindt
conferences in Europe, America, Asia & Pacific:
1998 WCTE Montreux, Switzerland 2000 WCTE Whistler, Canada 2002 WCTE Shah Alam, Malaysia 2004 WCTE Lahti, Finland 2006 WCTE Portland, USA 2008 WCTE Miyazaki, Japan 2010 WCTE Trentino, Italy 2012 WCTE Auckland, New Zealand 2014 WCTE Quebec City, Canada 2016 WCTE Vienna, Austria 2018 WCTE Seoul, South Korea
The conference series known as the World Conference on Timber Engineering (WCTE) is the world´s premier forum for dissemination of the latest developments, technologies and innovations in wood or timber design, engineering and construction.
The scope covers research, education and practice topics from all over the globe. The conference has attracted wide international representation and attendance.
The name WTCE exists since 1998 when the world's timber engineering society decided to coordinate the former world events and to introduce a biennial rhythm with consecutive
WCTE Coordinating Council& International Advisory Board
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5CONFERENCE OUTLINE | About WCTE
ABOUT WCTEEuropean Focus on Timber Construction Since 40 % of the EU total energy consumption is caused by the building sector, energy and ressource effi ciency is a major concern of European climate policy. Wood as a sustainable material has an excellent chance to be the alternative material in the future. The signifi cant increase of the required raw material timber could be easily guaranteed by the European forests (30 % of the annual growth is actually not harvested). This provides a great challenge for planers, industry, craftsmen, and researcher.
A Program to Foster InterdisciplinarityThe diff erent scientifi c backgrounds of the involved Faculties of Architecture & Planning and Civil Engineering of Vienna University of Technology generates synergies in combining engineering, material science, computer-based modeling, and architecture.
Mini-symposia to Share Specifi c KnowledgeThe selection of the oral presentations followed on the one hand the traditional way of abstract proposals, their reviewing, and clustering into general sessions by the National and International Advisory Board. New for the WCTE conference series is the format of so-called mini-symposia. Distinguished scientists acted as organizers of the individual mini-symposia, invited speakers and reviewed the respective contributions. Larger mini-symposia were invited to nominate Extended Lectures in the program.
Exhibition of Industrial ProductsThe exhibition in the historic Arcade Court of the University of Vienna, gathered more than 35 exhibitors and shows a broad overview on the state-of-the-art of European timber construction. The organization was handled by the “forum-holzbau”.
Expositions to Intensify Exchange Complementing the traditional form of oral and poster presentations, the WCTE 2016 organizers tried to create a large platform for personal exchange through an additional exposition of ideas.
The Blue Award, an international student competition for sustainable architecture, had been initiated by Architect Francoise Helene Jourda, Professor at Vienna University of Technology, Departement of Spatial and Sustainable Design, several years ago. After her sudden passing away in 2015, it has now been organized by her succesor Prof. Ernst Beneder. In 2016, this biennial event takes place for the 4th time. An international jury under the direction of Architect Kazuyo Sejima nominated outstanding projects, which will be presented and honoured during the conference.
4.1 Codes and international engineering4.2 Fire engineering4.3 Structural design and engineering4.4 Mixed, composite, and hybrid structures
3.1 Intervention on building stock3.2 Building physics and building skins3.3 Design practice3.4 Evaluation and comparison
1.1 Structural performance of materials1.2 High performance wood products1.3 New products and connections1.4 Industrialization of the wood chain
5.1 Best practice expamples5.2 Case studies and visions5.3 Public interest and incentives5.4 Teaching and dissemination
Timber EngineeringComputer-based Methods ENG
ARCWood Products & Components
2.1 Modeling of structures2.2 Modeling of materials2.3 IT-based architectural design2.4 Computer-aided manufacturing
IMP
Science + Technology Design + Realization
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COM
Timber Architecture
Implementation
Conference Tracks & Program The conference program will be organized along fi ve conference tracks which represent the four knowledge platforms, supplemented by a platform for best practice examples to combine all topics. The presentations showing latest research results are distributed along the fi ve conference tracks as follows: one third each are related to “MAT: Wood Products & Components” and “ENG: Timber Engineering”. The remaining third is evenly spread among
“COM: Computer-based Methods”, “ARC: Timber Architecture”, and “IMP: Implementation”.The scientifi c program of WCTE 2016 comprises about 750 presentations – 350 out of them in the on specifi c topics organized mini-symposia, more than 200 in general sessions related to conference topics and 190 additional poster presentations.
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6 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
PROGRAM AT A GLANCE
Plenary LectureHermann Kaufmann
Alfred Teischinger
Jan-Willem van de Kuilen
Jouni Hakkarainen
Ki-Cheol Bae
Stefan Winter
Plenary LectureErik Serrano
Plenary LectureIngo Burgert
AUGUST 21Sunday
AUGUST 22Monday
AUGUST 23Tuesday
Opening CeremonyFestive Hall, Hofburg
Return to University of Vienna
Lunch Break
Welcome CocktailUniversity of Vienna
Regi
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tion
Mee
t & G
reet
Poster Discussion & Coff ee Break
Company Presentations Company Presentations Company Presentations
Parallel Sessions
Poster Sessions
Semi-Plenary Lectures
15:10 - 16:0015:10 - 16:00
9:009:40
9:4010:10
10:1010:40
10:4011:10
19:00
13:30 - 15:00
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17:00 - 18:30
Poster Sessions
Extended Lectures 17:00 - 18:50
Parallel Sessions 13:30 - 15:00
Parallel Sessions 10:30 - 12:00
Parallel Sessions 8:30 - 10:00
MS1-07
MAT
MS2-01
COM
MS4-01
ENG
MS4-10
ENG
MS3-05
ARC
Coff ee Break
MS1-05
MAT
MS1-03 MS1-04 MS2-02 MS4-08 MS4-09
MS1-01MS1-03CMS1-04BGS1-04
MS2-02CGS2-01B
MS3-03BGS3-02
MS4-07BMS4-08CMS4-09CMS4-10A
MS5-06B
MS1-03AMS1-07AMS1-09AMS1-11GS1-01A
MS2-02AMS2-03
MS3-01MS3-04A MS3-05A
MS4-04MS4-05AMS4-08AMS4-09A
MS1-03BMS1-04AMS1-07BMS1-09B
MS2-02BGS2-01A
MS3-03AMS3-04B
MS4-05BMS4-07AMS4-08BMS4-09B
MS5-06A
MS1-03DMS1-04CGS1-01BGS1-02
MS2-02DGS2-01C
MS3-05BGS3-03GS3-04A
MS4-02MS4-08DMS4-10BGS4-01
GS5-03A
Kaori Fujita
PS1-01PS1-02
PS2-01 PS3-01 PS4-01PS4-02
PS5-01
GS5-03
IMP
PS1-03PS1-04PS1-05
PS3-02 PS4-03PS4-04
PS5-02
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7CONFERENCE OUTLINE | Program at a Glance
PROGRAM AT A GLANCE
Eric N. Landis
Anders Olsson
Andy Buchanan
Alfred W. Kammerhofer
Maurizio Piazza
Gary C. Williams
Lunch Break
Poster Discussion & Coff ee Break
Company Presentations Company Presentations Company Presentations
AUGUST 25Thursday
AUGUST 26Friday
AUGUST 24Wednesday
Coff ee Break
Closing
Conference Banquet & Blue Award CeremonyCity Hall Vienna
Technical Tour “Timber in Vienna“
Group 1:Erdberger bridgeRinterzelt – waste treatment plant Residential buildings WagramerstraßeResidential buildings SeefeldStudent residence and residential buildings “Aspern Seestadt”
Group 2:Residential buildings MühlwegResidential buildings SpöttlgasseRinterzelt – waste treatment plantResidential buildings SeefeldStudent residence and residential buildings “Aspern Seestadt”
Technical Tour“Along the Danube“
Group 1:Stora Enso TimberRubner HolzbauDürnstein Medieval TownAcoustic Centre - Holzforschung AustriaG3 Shopping Resort Gerasdorf
Group 2:Rubner HolzbauStora Enso TimberDürnstein Medieval TownInstitute of Wood Technology and Renewable MaterialsG3 Shopping Resort Gerasdorf
Technical Tour“Graz“
Offi ce building of STRABAGKulmer BauConstruction technology centre TU Graz Timber ResearchCentre of Reininghaus SouthCommunal fl ats HummelkaserneNursing home Peter RoseggerHeadquarters - Mayr-Melnhof Holz Holding
2-day Technical Tour“Graz & Carinthia“
Day 1Kulmer BauStora Enso TimberVelox Day 2Observation tower PyramidenkogelConstruction technology centre TU Graz Timber ResearchCentre of Reininghaus SouthCommunal fl ats HummelkaserneNursing home Peter RoseggerHeadquarters - Mayr-Melnhof Holz Holding
15:10 - 16:00
16:00 - 17:00
Poster Sessions
14:0021:00
8:0020:30
8:0021:00
7:3020:30
(Sat)
20:00
Semi-Plenary Lectures 17:00 - 18:30
12:1012:40
Plenary LectureGerald Epp
Parallel Sessions 13:30 - 15:00
Parallel Sessions 10:30 - 12:00
Parallel Sessions 8:30 - 10:00
Parallel Sessions 10:30 - 12:00
Parallel Sessions 8:30 - 10:00
MS1-05BMS1-08BGS1-01DGS1-03A
MS2-02F MS3-02A MS4-01AMS4-10DGS4-02AGS4-03CGS4-03D
MS5-02BGS5-02
MS1-05AMS1-08AGS1-01C
MS2-02EGS2-03
GS3-01A MS4-03MS4-08EMS4-10CGS4-03AGS4-03B
MS5-02AMS5-04
MS1-05CMS1-06MS1-10GS1-01E
MS2-01A MS3-02BGS3-04B
MS4-01BGS4-02BGS4-03EGS4-03FGS4-04AGS4-04B
GS5-03B
GS1-01HGS1-01I
MS2-01CGS2-02B
MS4-01DMS4-06GS4-03IGS4-03JGS4-04DGS4-04E
MS5-03BMS5-05BGS5-04
GS1-01FGS1-01GGS1-03B
MS2-01BGS2-02A
GS3-01B MS4-01CGS4-03GGS4-03HGS4-04C
MS5-03AMS5-05AMS5-07
PS1-06PS1-07PS1-08
PS4-05PS4-06
PS5-03
16:30 - 16:50
12:40 - 13:00
Farewell
13:00 - 14:00
12:00 - 13:30
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8 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
ON-SITE INFORMATION
Conference Venue
Scientifi c events will take place in the Main Building of the University of Vienna (Universitätsring 1, 1010 Vienna) which is located in the center of the city. The Registration Desk and the Exhibition Area will be located around the „Arcade Court“ (Arkadenhof). The conference venue can be easily reached by public transport (metro line U2, tram lines 1, 2, D, 37, 38, 40, 41, 42, 43, and 44) and from Vienna International Airport, which provides direct fl ights to over 170 destinations worldwide. The Opening Ceremony and the Plenary Lectures on Monday will take place in the Festive Hall of the Hofburg, the residence of the Emperors of Austria from 1804 to 1918.
Certifi cates of ParticipationAll participants will receive a certifi cate of participation with their conference material at the registration desk.
CloakroomIn nearly all lecture rooms are coat hooks available. In case you want to lock your hand bag or jacket, please use the "Lockers" on the lower level (see map page 258).
Coff ee Breaks & LunchesCoff ee, tea, soft drinks, and biscuits as well as the lunch will be served in the Arcade Court next to the Exhibition Area. In addition, you will fi nd various water dispensers in the conference venue.
Conference AppThe Conference4me smartphone app provides you with the most comfortable tool for planning your participation at WCTE 2016. Browse the complete program, the list of exibitors, and room maps directly from your phone or tablet and create your very own agenda on the fl y. The app is available for Android, iOS, Windows Phone.To download the mobile app, please visit http://conference4me.eu/download or type 'conference4me' in Google Play, iTunes App Store, Windows Phone Store or Amazon Appstore. More information can be found here http://conference4me.eu/download
Conference Staff The Mondial Congress & Events team members are present at the registration counter. Technical staff and conference hostesses are present in all lecture rooms. Do not hesitate to approach them with queries – they will gladly assist you.
ExhibitionOpening hours:Monday, August 22 .............................................................. 12:00 - 20:00Tuesday, August 23 ............................................................... 08:00 - 19:00Wednesday, August 24......................................................... 08:00 - 19:00Thursday, August 25............................................................. 08:00 - 14:00
Internet AccessThe University of Vienna provides free and personalized wireless internet access for the WCTE 2016 participants. A username and password will be handed over at the registration desk.
Latest Changes to the ProgramLatest changes to the program will be communicated at the registration desk or through the Conference App.
Lost & FoundParticipants can collect their lost items or leave found items at the registration desk.
Luggage StorageA lugguage storage will be provided on the departure days at the lower level (see map page 258). Opening hours: Wednesday, August 24......................................................... 11:30 - 19:00Thursday, August 25............................................................. 08:30 - 13:30
Medical ServiceThe emergency medical service is located outside the Main Building of the University of Vienna. In case of an emergency, please contact the conference staff .
ParkingThere are no car parks available at the University of Vienna. In the city center of Vienna, parking charges apply. If you arrive by car,
Festive Hall © Hofburg Vienna
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9CONFERENCE OUTLINE | On-Site Information
ON-SITE INFORMATIONPaymentAll payments need to be made in Cash in EUR (€) or by debit/credit card. VISA, MASTERCARD, MAESTRO, DINERS and AMEX will be accepted. Unfortunately, we cannot accept traveller cheques, other credit cards, eurocheques, or any other currencies. Please note that there is no currency exchange possibility at the conference venue. An ATM can be used in the lower level (see map page 258) or in the surrounding area of the conference venue.
SmokingDue to the non-smoking policy in public buildings, smoking is prohibited in the conference venue. There are some smoking areas in the Arcade Court of the Main Building.
Social Events & Guided ToursInformation about social events as well as the vouchers for the purchased tickets can be obtained from the “Social Program & Guided Tours" counter. Please make sure to bring the voucher along to the event.
Transportation in Vienna:
Travel to the Conference Venue• From 'Westbahnhof' train station: U3 direction to 'Simmering', get off at 'Volkstheater', then change to U2 direction to 'Aspernstraße' and get off at 'Schottentor'• From 'Hauptbahnhof' train station: U1 direction to 'Leopoldau', get off at 'Karlsplatz', then change to U2 direction to 'Aspernstraße' and get off at 'Schottentor'• From Vienna International Airport (Schwechat): A Vienna Airport Lines/Postbus bus (line 1185) goes from Vienna International Airport straight to 'Morzinplatz', close to tram station 1 'Salztorbrücke' (duration of the journey approximately 38 minutes). Take the tram line 1 direction to 'Stefan-Fadinger-Platz' and exit the tram at 'Schottentor'. The university is to your right handside.
Public TransportationThe Viennese public transport network provides modern and efficient accessibility within the city limits, making it easy for delegates to explore Vienna by bus, tram or metro. On weekends metro operates at least every 15 minutes through the night from Friday morning to Sunday evening.The University of Vienna is located in the immediate vicinity of the underground station Schottentor of line U2 and the tram stations of lines 1, 2, 37, 38, 40, 41, 42, 43, and D.
you can use the nearby car parks: Votivpark-Garage € 4.10/h (Maximum per day: € 41.00)Parkgarage Rathauspark: € 4.00/h (Maximum per day: € 40.00)
Photocopying and PrintingThere is a copier and printer available in the “Business Center”, located on the first floor of the Main Building of the University. Operating hours of the Business Center are Monday to Thursday 08:00 - 15:00.
Preview CenterA Preview Center, located on the first floor of the Main Building, is available for all speakers that wish to pre-check their presentation on one of the conference notebooks. In addition, the Preview Center can be used for checking e-mails on the notebooks provided and for printing, e.g., the boarding passes.It is not possible to upload presentations there. Presenters are requested to check-in their presentation on their CD-ROM or USB stick directly with the technical staff in the lecture room well in advance of their lecture in order to allow smooth changes between the individual lectures.
Opening hours:Sunday, August 21 .................................................................. 16:00 – 19:00 Monday, August 22 ................................................................. 12:00 – 17:00 Tuesday, August 23 ................................................................ 08:00 – 17:00 Wednesday, August 24 ........................................................ 08:00 – 17:00 Thursday, August 25 .............................................................. 08:00 – 12:00 Registration InformationFor registration and collection of conference materials, please visit the registration area at the main entrance of the Main Building. Registration Tel.: +43 676 880 845 704
Opening hours:Sunday, August 21 ................................................................ 16:00 – 19:30
(preferred registration time)Monday, August 22 ............................................................ 08:00 – 19:00 Tuesday, August 23 .............................................................. 07:30 – 18:00 Wednesday, August 24 ....................................................... 08:00 – 18:30 Thursday, August 25 ............................................................ 08:00 – 12:15
Registration counters:• Pre-Registrations: Please note that all registration documents have been prepared for pre-registered participants and sorted by last name. Therefore, when approaching the appropriate registration counter make sure to clearly state your last name (family name) under which you have registered. Please have your confirmation letter and ID close at hand.• On-Site Registration / Open Payments: For participants registering and paying their registration fees on-site or with an outstanding payment. • Social Program & Guided Tours: For questions related to the official social program and bookings of Sightseeing Tours or/and Technical Guided Tours. Extra tickets for these events/ tours can be purchased here. Tickets are subject to availability!
SOCIAL & ACCOMPANYING PERSONS' PROGRAM
TECHNICAL EXCURSIONS
LIVING IN VIENNA
EXPOSITIONS
BLUE AWARD
EXHIBITION
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Offi ce Building Mayr-Melnhof Holz, Leoben, AT 2009 © NussmüllerArchitect: Nussmüller Architekten ZT GmbH, Graz AT; Engineer: Josef Koppelhuber
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Bratislava
Date: August 23, 2016 Time: 9:00 – depends on group/traffic Start & End: University of Vienna Duration: 8 hoursMinimum number of participants: 20 persons Price: € 128 per person (incl. bus, guide, entrance fee St. Martin's Cathedral, boat trip and lunch with drink)
Bike the City - A Tour through Vienna
Date: Wednesday, August 24, 2016 Time: 14:00 – 17:00Start & End: University of Vienna Duration: 3 hoursMinimum number of participants: 10 persons Price: € 55 per person (incl. private guide, bike, bike lock, helmet)
City Tour including Schönbrunn
Date: August 22, 2016 Time: 14:00 – 17:30 Start & End: University of Vienna Duration: 3.5 hoursMinimum number of participants: 12 persons Price: € 75 per person (incl. private guide, bus, entry and guided tour in Schönbrunn Palace)
Culinary Walking Tour Vienna
Date: Wednesday, August 24, 2016 Time: 10:30 – 13:30 Start & End: University of Vienna Duration: 3 hours Minimum number of participants: 10 persons Price: € 64 per person (incl. private guide, cheese tasting at Pöhl am Naschmarkt, coffee “Melange” and “Apfelstrudel” at Café Landtmann)
Conference Banquet | Wednesday, August 24The Conference Banquet hosted by the Mayor of the City of Vienna, will take place at the picturesque City Hall on Wednesday, August 24, starting at 20:00. Entrance at 19:45.
SOCIAL & ACCOMPANYING PERSONS' PROGRAM
BEYOND SCIENCE | Social & Accompanying Persons' Program
Bratislava, © Government Office of the Slovak Republic Schloss Schönbrunn, © Vienna Sigthseeing
Parliament Vienna, © pedalpower - Sightseeing Tours by Bike & Segway Apfelstrudel, © WTV_Peter Koller
SOCIAL PROGRAM
Meet and Greet | Sunday, August 21The Meet and Greet will take place on Sunday, August 21, 17:00 - 20:00 in the Arcade Court of the University of Vienna.
Opening Ceremony | Monday, August 22The Opening Ceremony will take place on Monday, August 22, 09:00 - 11:00 in the Festive Hall of the Hofburg.
Welcome Cocktail | Monday, August 22The Welcome Cocktail will be offered on Monday, August 22, starting at 19:00 in the Arcade Court of the University of Vienna.
OPTIONAL GUIDED TOURS
Festive Hall, © Hofburg Vienna
From Monday, August 22 to Thursday, August 25, full and half day guided tours for accompanying persons are offered. Tickets that have been booked in advance will be handed out together with the conference material at the registration desk. For any ques-tions, please visit the “Social Program & Guided Tour" counter.
Beyond Science
14 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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The tour includes the visit of the following timber buildings:• Erdberger bridge• Rinterzelt – waste treatment plant • Residential buildings Wagramerstraße• Residential buildings Seefeld• Student residence & residential buildings “Aspern Seestadt”
•
Date: Thursday, August 25, 2016 Time: 14:00 – 21:00Start: University of Vienna End: Seestadt Aspern (U2)Duration: 7 hours
The tour includes the visit of the following timber buildings:• Residential buildings Mühlweg• Residential buildings Spöttlgasse• Rinterzelt – waste treatment plant• Residential buildings Seefeld• Student residence & residential buildings “Aspern Seestadt”
Date: Thursday, August 25, 2016 Time: 14:00 – 21:00Start: University of Vienna End: Seestadt Aspern (U2)Duration: 7 hours
TECHNICAL EXCURSIONS
Technical Excursion "Timber in Vienna – Group 1" gives an overview of Vienna`s wide spectrum of wood and wood-based constructions, from engineering-based timber structures like the “Erdberger Steg” - a pedestrian bridge, via innovative examples of sustainable and social residential buildings in the north of the city, up to the visit of Seestadt Aspern, Vienna’s Urban Lakeside and one of Europe’s largest urban development projects.The trip will partially be accompanied by the architects and civil engineers responsible for the design of the visited buildings. It closes with a presentation of Seestadt Aspern in “Flederhaus” - a modern and temporary architectural art object, including an exhibition and presentation of the development area of Seestadt Aspern and its high-rise building “HoHo”, the first 24-story timber structure world-wide. The last part of the tour will hereby offer a good opportunity to meet, talk, and have a snack, thankfully pro-vided by “Flederhaus”, at an inspirational environment.A visit of Rinterzelt, one of the largest tent-shaped timber roof constructions worldwide, built in 1980, is planned – its final realiz-ation depends on the access permission because of the possible ongoing renovation works.
Technical Excursion "Timber in Vienna – Group 2" provides an overview of Vienna`s wide spectrum of wood and wood-ba-sed constructions with an emphasis on innovative examples of sustainable and social residential buildings in the northern districts of the city, a part of Vienna, which is increasingly taking center stage in urban and architectural developments and has become an important possibility to face prospective scarcer li-ving space.The trip will partially be accompanied by the architects and civil engineers responsible for the design of the visited buildings. It closes with a presentation of Seestadt Aspern in “Flederhaus” - a modern and temporary architectural art object, including an exhibition and presentation of the development area of Seestadt Aspern and its high-rise building “HoHo”, the first 24-story timber structure world-wide. The last part of the tour will hereby offer a good opportunity to meet, talk, and have a snack, thankfully pro-vided by “Flederhaus”, at an inspirational environment.A visit of Rinterzelt, one of the largest tent-shaped timber roof constructions worldwide, built in 1980, is planned – its final realiz-ation depends on the access permission because of the possible ongoing renovation works.
Selection of visited objects: ©Berger und Perkkinen, ©Christine Czernin Morzin, ©Bruno Klomfar, ©lainer.at+oln.at, ©proHolz AT
Selection of visited objects: ©Berger und Perkkinen, ©lainer.at+oln.at, ©Christine Czernin Morzin, ©Pez Hejduk, ©Bruno Klomfar
Please visit the WCTE Homepage http://wcte2016.conf.tuwien.ac.at/scientific-programme/technical-excursions/ for the detailed tour descriptions.
Timber in Vienna
The two technical excursions in Vienna run in parallel, with a common meeting point in Seestadt Aspern at the end of the tour.
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Beyond Science
15BEYOND SCIENCE | Technical Excursions
TECHNICAL EXCURSIONS
The tour includes the visit of timber construction companies, re-search unit, timber buildings, and a historical city.• Stora Enso Timber• Rubner Holzbau• Dürnstein Medieval Town• Acoustic Centre - Holzforschung Austria• G3 Shopping Resort Gerasdorf
•
Date: Friday, August 26, 2016 Time: 08:00 – 20:30 Start & End: University of Vienna Duration: 12.5 hours
The tour includes the visit of timber construction companies, re-search unit, timber buildings, and a historical city.• Rubner Holzbau• Stora Enso Timber• Dürnstein Medieval Town• Institute of Wood Technology and Renewable Materials• G3 Shopping Resort Gerasdorf”
Date: Friday, August 26, 2016 Time: 08:00 – 20:30Start & End: University of Vienna Duration: 12.5 hours
Selection of visited objects: ©Markus Haslinger, ©Rubner Holzbau GmbH, ©HFA/Johannes Brunnbauer, ©Graf-Holztechnik
Technical Excursion "Along the Danube - Group 1" provides the opportunity to explore some of Austria’s and Europe’s most important wood construction companies, such as the Rubner Holzbau (production site for timber products, structural roof, and wall elements) and Stora Enso (sawmill and CLT production center). Guided tours will give insights into the company’s manu-facturing and working processes and will be complemented by a joint lunch, thankfully provided by Stora Enso.Traveling to regions westward of Vienna will enable you to visit timber construction companies, timber buildings, and a histori-cal city center. It will give you an interesting glimpse at the beauti-ful and varied landscape of the state of Niederösterreich – Lower Austria, characterized by pastures, wine areas, forests, and river valleys.During the afternoon, the group will be able to explore the his-torical city of Dürnstein, which is followed by a visit of Austria’s most important timber research unit the “Akustik Center Aus-tria” –, established by Holzforschung Austria. It provides a wide spectrum of acoustic examinations of wood and wood-based constructions. The tour will end by stopping at an outstanding timber construction, the sprawling curved roof structure of the G3 Shopping Resort Gerasdorf.
Technical Excursion "Along the Danube - Group 2" provides the opportunity to explore some of Austria’s and Europe’s most important wood construction companies, such as the Rubner Holzbau (production site for timber products, structural roof, and wall elements) and Stora Enso (sawmill and CLT production center). Guided tours will give a insights into the company’s ma-nufacturing and working processes and will be complemented by a joint lunch, thankfully provided by Stora Enso.Traveling to regions westward of Vienna will enable you to visit timber construction companies, timber buildings, and a histori-cal city center. It will give you an interesting glimpse at the beauti-ful and varied landscape of the state of Niederösterreich – Lower Austria, characterized by pastures, wine areas, forests, and river valleys.During the afternoon, the group will be able to explore the histo-rical city of Dürnstein, which is followed by a visit of the research center “Institute of Wood Technology and Renewable Materials”, a part of BOKU Vienna, University of Natural Resources and Life Sciences and guided by Prof. Teischinger – Head of Department of Material Sciences and Process Engineering. The tour will end by stopping at an outstanding timber construction, the sprawling curved roof structure of the G3 Shopping Resort Gerasdorf.
Selection of visited objects: ©Markus Haslinger, ©Rubner Holzbau GmbH, ©2014 Moser Architects, ©Graf-Holztechnik
Along the Danube
The two technical excursions along the Danube run parallel, with a common meeting point in Gerasdorf at the end of the tour.
Beyond Science
16 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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The tour includes the visit of timber construction companies, re-search unit, and timber buildings.• Offi ce building of STRABAG• Kulmer Bau• Construction technology centre TU Graz Timber Research• Centre of Reininghaus South• Communal fl ats Hummelkaserne• Nursing home Peter Rosegger• Headquarters - Mayr-Melnhof Holz Holding
• •
•
Date: Friday, August 26, 2016 Time: 08:00 – 21:00Start & End: University of Vienna Duration: 13 hours
Day 1:• Kulmer Bau• Stora Enso Timber• Velox Werk Day 2• Observation tower Pyramidenkogel• Construction technology centre TU Graz Timber Research• Centre of Reininghaus South• Communal fl ats Hummelkaserne• Nursing home Peter Rosegger• Headquarters - Mayr-Melnhof Holz Holding
Date: Friday, August 26, 2016 – Saturday, August 27, 2016Time: Friday 7:30 – Saturday 21:00 Start & End: University of Vienna Duration: 2 days
TECHNICAL EXCURSIONGraz
The one-day tour to the south of Austria not only leads into the scenically and especially culturally attractive state of the Steier-mark – Styria and its state capital Graz, but above all to some interesting examples of distinguished modern timber architec-ture, research centers, and production sites for wood-based building systems.We will visit multi-story residential buildings in solid timber and timber-hybrid constructions, partially under construction, a STRABAG offi ce block built of preassembled timber frame ele-ments, but also the production site of Kulmer Bau, a company specialized in prefabricated houses, Kielsteg (one of the most recent and innovative building elements in timber and plywood) and wall and structural glulam timber elements. Thankfully, lunch will be provided by Kulmer Bau.Furthermore, the “Bautechnikzentrum” in Graz, part of Graz Uni-versity of Technology, provides an inside view into the Lignum Test Centre and their research projects in the fi eld of physical, mechanical, and dynamic behavior of wood and wood-based materials. The visit will be guided by Prof. Schickhofer – head of Institute of Timber Engineering and Wood Technology.A visit of the Headquarters of Mayr-Meinhof Holz, famous for its prominent architectural timber structure, is planned – depen-ding on available time and possible visit of prefabricated building modules, developed at the Bautechnikzentrum Graz instead.
Graz and Carinthia
In case you want to explore the further-off parts of Austria’s south, then the two-day tour will be just right, similar to the one-day tour, but taking you not only to the Styria but also to Carint-hia, characterized by high mountains and the Klagenfurter Basin, extended lake sceneries, and wide valleys. The trip focuses on production sites for wood-based building systems, just as on structurally and architecturally interesting examples of modern timber constructions.On the fi rst day, the tour will lead to the production site of Kul-mer Bau, a company specialized in prefabricated houses, Kiels-teg (one of the most recent and innovative building elements in timber and plywood) and wall and structural glulam timber ele-ments, as well as to Stora Ensos sawmill and CLT production cen-ter and Velox production site for wood-based building and insu-lation boards. Thankfully, lunch will be provided by Stora Enso.After spending a night in the bustling and welcoming city of Vil-lach, it is planned to visit the Pyramidenkogel, an outstanding accomplishment of timber engineering and the world’s tallest observation tower built of wood, providing also the best lookout available. Lunch will be taken at the Pyramidenkogel, followed by the visit of the “Bautechnikzentrum” in Graz, part of the Technical University of Graz - guided by Prof. Schickhofer – head of Institu-te of Timber Engineering and Wood Technology, and later to a residential neighborhood of Graz, visiting multi-story residential buildings in solid timber and timber-hybrid constructions, parti-ally under construction. A visit of the Headquarters of Mayr-Meinhof Holz, famous for its prominent architectural timber structure, is planned – depen-ding on available time and possible visit of prefabricated building modules, developed at the Bautechnikzentrum Graz instead.
• •
• Selection of visited objects: ©Lukas Lang Building Technologies GmbH, ©sciencepark.at, ©Holzbaupreis Steiermark 2015, ©Alexander Eugen Koller
Selection of visited objects: © Rubner Holzbau GmbH, © sciencepark.at, ©Holzbaupreis Steiermark 2015, ©2016 RUBNER Ingenieurholzbau AG
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Beyond Science
17
LIVING IN VIENNA
BEYOND SCIENCE | Living in Vienna
Bank and ExchangeBanking hours in general are are Monday to Friday, 09:00 - 17:00/18:00. Some in the Inner City are open on Saturday, 10:00 - 13:00. ATMs are located outside most banks, cash can be withdrawn there 24/7. National and foreign Maestro cards (cash cards) as well as Mastercard, AMEX, Visa and Diners are accepted. Money can be changed at the airport, at banks, exchange bureaus and larger hotels.The banks that are located closest to the WCTE 2016 venue can be found across the street from the main entrance to the Main Building:
• Bank Austria, Schottengasse 6-8 (open: Mon-Fri 09:00-18:00)• Raiffeisenlandesbank Niederösterreich-Wien, Schottengasse 2 (open: Mon-Wed, Fri 09:00-15:00; Thu 09:00-17:30), or• DenizBank AG, Schottengasse 10 (open: Mon-Fri 08:00-17:30)
Coffee Houses – Restaurants – BarsAround the world Vienna is famous for its cuisine. You know that you have had an authentic 'Vienna experience' when you have tasted 'Tafelspitz' (boiled tender beef in a broth), 'Wiener Schnitzel', or 'Schweinsbraten' (roast pork). For dessert we can recommend the famous chocolate cake 'Sacher Torte', a typical 'Apfelstrudel', or one of the countless pastries and pralines.Though the Viennese café tradition goes back a long way it remains an integral part of daily life up to this day: Despite the age of said tradition – or perhaps because of it – coffee houses are more alive and diverse than ever before.Vienna being a great place for gourmets, it goes without saying that sweet delicacies can be found everywhere, including luxury pralines from Altmann & Kühne, the above-mentioned legendary Sacher Torte or Aida's Caprese gateau, which all contribute to a memorable trip to Vienna and can serve as great souvenirs.
Currency / Weather / Time ZoneThe official currency in Austria is EURO (€).Temperatures in Vienna in August usually range between 18 - 24°C by day, nights might be cool.Vienna is in the Central European Time Zone, one hour ahead of Greenwich Mean Time (GMT).
ElectricityThe main voltage in Austria is 230 V. Please do not forget to bring a travel adapter for the Austrian socket outlet. (230 V, 50 Hz)
PharmacyThe nearest pharmacy is located on Universitätsstraße 10 (open: Mon-Fri 8:00-18:00, Sat 8:00-12:00). The same opening times apply to most pharmacies in Vienna. A 24-hour pharmacy standby service is available throughout the city. Details of the nearest open pharmacy are posted at every pharmacy. For telephone information call +43 1 1455.
ShopsTypical shopping hours are Monday to Friday 9:00 - 18:00 and Saturday 10:00 - 13:00 (17:00). Apart from some tobacconists and small supermarkets at petrol stations and at the main railway stations, shops are closed on Sundays.Luxury shops with an elegant clientele can be found in the pedestrian zone of the Graben and of Kärntnerstraße (underground lines U1 and U3 / station Stephansplatz). Street entertainers and outdoor cafés contribute to the special atmosphere of this area. A well known shopping area is Mariahilferstraße (underground line U3 / station Neubaugasse).
TippingService is usually included in the prices in bars and restaurants. Tips are always welcome and usually 5-10 % of the total amount.
Tourist InfoThe nearest Tourist Info Point is located in the city center at Albertinaplatz (corner of Maysedergasse), and is open daily from 9:00 to 19:00. You can also look up the Vienna Tourism website: http://www.wien.info/en. Sightseeing tours can be booked at the “Social Program & Guided Tour" counter”.
Useful Telephone Numbers• Ambulance: 144• Fire Brigade:122• Police: 133• International Emergency Phone: 112• Taxi: (+43 1) 31300, (+43 1) 40100 or (+43 1) 60160
Beyond Science
18 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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and originality of contemporary wood and timber architecture in France. The exhibition is a co-operation of überholz – master course for wood and timber architecture at Kunstuniversität Linz with France Bois Régions (federation of regional inter-professional associations of the wood and timber industry).
Curator: Dominique Gauzin-MüllerScenographer: Veronika Müller, überholzGraphics: David Zacher, arch2media
For more information please visit:www.ueberholz.ufg.ac.atwww.facebook.com/ueberholzissuu.com/uberholz-masterlehrgangfurholzbauku
EXPOSITIONSTHE LIGHTNESS OF BEING – LA LÉGÈRETÉ DE L´ÊTREContemporary wood and timber buildings in FranceTwenty years of “pilgrimages” to Austria have inspired thousands of French experts. Nowadays wood and timber construction in France has developed its own dynamism, and current wood and timber architecture comprises a wide range of projects beyond the scope of private residential buildings. Used on its own or in conjunction with stone, steel, concrete and clay, no matter whether for social housing or schools, wine cellars or circus tents – wood is a material employed in increasingly creative applications. Above all the great variety of tree species as well as the rediscovery of broadleaf trees, which predominate in France, for interior fi ttings, but also for façades and load-bearing frameworks open up new structural and aesthetic approaches for French wood and timber architecture.
“LA LÉGÈRETÉ DE L´ÊTRE” presents 25 buildings that were awarded the French Timber Construction Prize and embody a certain “esprit français”. Each of these projects is underpinned by strong ecological awareness and bears witness to the diversity
Building with Timber - Paths into the futureBased on selected distinguished national and international projects, the exhibition represents the state-of-the-art in sustainable and modern timber architecture.
Professor Hermann Kaufmann in cooperation with Professor Winfried Nerdinger, both of Technical University of Munich, curated the exposition which had been shown in 2011 in Munich and 2012 in Vienna. In October 2016 the actualized exhibition including 16 new projects will be shown in Berlin.
Large sized models of all projects, accompanied by plans, excerpts, and photographs help to understand the architectural
and the structural characteristics of the surprising buildings. For the WCTE 2016, 12 representitive projects among the recently realized buildings had been selected in the categories "Urban Living", "Production and distribution facilities", large size buildings "Big and High" and "New Aesthetics".
The Berlin exhibition is organized in cooperation with the DAZ – Deutsches Architektur Zentrum ( Center of German Architecture) in Berlin and sponsored by the Deutsche Bundesstiftung Umwelt (German Federal Environment Foundation) and other public and private institutions.
© Alex Kaiser, lichtlinien
© Museum of Architecture of Technischen Universität München | University of Technology Munich
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Beyond Science
19BEYOND SCIENCE | Blue Award
BLUE AWARD• Arch. Much Untertrifaller (architecture)• Former President UIA Albert Dubler (architecture)• Prof. Wolfgang Winter (architecture, civil engineering, timber construction)• Mag. Marina Hämmerle (urbanism)• Moderation: Dr. Robert Korab
Judging PanelOn May 31, 2016, the judging panel took place at the Vienna University of Technology. The jury members decided upon 15 nominations for fi rst prizes, honorable mentions and special prizes for timber construction in each category.
ExpositionDuring the WCTE 2016 conference, the winning projects as well as related information on the Blue Award will be exhibited.
Award CeremonyThe winning projects of the Blue Award 2016 will be awarded and presented as part of the WCTE 2016 conference. On this special occasion, a special prize for timber technology for the use of timber in the context of sustainability will be awarded. The award ceremony will take place during the conference banquet in the City Hall.
The fourth Edition of the BLUE AWARD This year for the 4th time, in cooperation with the Society of Architecture and Spatial Design, the Department of Spatial and Sustainable Design at the Vienna University of Technology has been organizing the Blue Award: a biennial, anonymous, international and single-phase competition for students. The competition awards projects addressing the topic of sustainability, considering the ecological aspects of future buildings and cities as well as the wider meaning of sustainability taking account of the cultural and social tasks at hand.The international competition for students of architecture, urbanism and regional planning, and also – in 2016 in its 4th edition – of civil engineering, is intended to reinforce the topic of sustainability in education and to promote young planners who examine social, cultural and ecological sustainability within the framework of university design projects.
AimConsidering its economic, cultural and social dimensions in architecture, regional planning, urbanism and in construction, sustainable developments should be accorded the same importance as technical and functional issues.
Cooperation with WCTE 2016The results of the 4th edition of the Blue Award will be awarded and exhibited within the framework of WCTE 2016. Through the cooperation with WCTE 2016, this time the Blue Award was also announced in the university disciplines of civil engineering, building technology and in particular in timber construction. Thus projects could be submitted in the categories of urban development and regional planning, architecture, building in existing structures and building construction. Special consideration was given to teams, i.e. projects that have been developed in cooperation with the disciplines of architecture and civil engineering.
Jury• Kazuyo Sejima (architect, SANAA (JP), Pritzker Price Winner / president of the jury) • Arch. Cuno Brullmann (architecture)
Department of Spatial and Sustainable DesignVienna University of Technology
Bundeskammer für Architekten und Ingenieurkonsulenten
Climate and Energy Fund
For more information visit www.blueaward.at
Beyond Science
20 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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EXHIBITIONThe world-famous inner court of the imperial university building with covered arcades will be a unique location to expose timber-related industrial products and to bring together professionals of diff erent areas. The exhibition is handled by “forum-holzbau”, an international group of universities annually realizing Europe’s most important meeting in the fi eld of timber construction, including a professional exhibition.
Organization of Exhibition & Sponsoring:
Hugo Karre timbertrend e.U. | forum-holzbau Auenweg 2 | A-9813 Möllbrücke [email protected]: (+43 660) 144 20 20, Fax: (+43 4769) 233 69
HALL
original : © Universität Wien Veranstaltungsmanagementedited by: Vienna University of Technology - ITI
ARCADE COURT
Birk
häus
er V
erla
g
Sch
mid
Sch
raub
en
STE
ICO
SE
Kna
pp G
mbH
Col
lant
i Con
cord
e
HE
CO
-Sch
raub
en G
mbH
& C
o. K
G
DO
KA
SIH
GA
Gm
bH
Gra
f Hol
ztec
hnik
Gm
bH
Rotho Blaas GmbH
KLH Massivholz GmbH
FunderMax
SPAX
TS3 AG - Timber Structures 3.0 AGTimbatec Holzbauingenieure GmbH
Collano
hsbcad GmbH
Hasslacher Norica TimberRubner Holzbau
TIMBER ENGINEERINGmaterial + planning
CONNECTION SYSTEMS EXPANSION DISSEMINATIONmedia, congresses, developers
CATERING
Get
zner
Wer
ksto
ffe G
mbH
forum-holzbau
Schweighofer Prize
NIFoS Corea |WCTE 2018
Fermacell GmbH
Spr
inge
r Ver
lag
Bec
k Fa
sten
er G
roup
Mayr-Melnhof Holz Holding AG
Pitzl Metallbau GmbH & Co. KG
MADE expo
ISOCELL GmbH
Stora Enso
Sherpa Connection Systems
SA
NS
IN C
orpo
ratio
n
SFS
inte
c
Inte
rnat
iona
le H
olzm
esse
Kla
genf
urt
TiComTec GmbH
STAIRCASE 10
STAIRCASE 8STAIRCASE 7
STAIRCASE 9
Catering Catering
Bun
desi
mm
obili
enge
sells
chaf
t
Malaysian Timber Council (MTC)
REGISTRATION
CATERING
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Beyond Science
21BEYOND SCIENCE | Exhibition
EXHIBITIONPR
EMIU
M P
ARTN
ERS
PART
NER
SSP
ON
SORS
EXH
IBIT
ORS
A R C E N GTimber
Engineering
Information for Presenters & Chairs
Overview
Plenary & Semi-Plenary Lectures
CONTENT OF MINI-SYMPOSIA, GENERAL & POSTER SESSIONS
Wood Products & Components
Computer-based Methods
Timber Architecture
Timber Engineering
Implementation
TIMETABLE
Monday, August 22
Tuesday, August 23
Wednesday, August 24
Thursday, August 25
Friday, August 26
ABSTRACTS
Wood Products & Components
Computer-based Methods
Timber Architecture
Timber Engineering
Implementation
INDEX OF AUTHORS
E N G
E N G
COM A R CTimber
Architecture
COM A R CTimber
Architecture
COM
COM
MAT
MAT
SCIENTIFIC PROGRAM
COM A R CTimber
Architecture
MAT COMComputer-based
Methods
E N G I M P
Implementation
MATWood Products & Components
A R C E N GTimber
Engineering
COM A R CTimber
Architecture
MAT COMComputer-based
Methods
E N G I M P
Implementation
MATWood Products & Components
A R C E N GTimber
Engineering
24
26
27
30
34
36
38
42
47
54
64
74
78
80
125
142
159
208
228
Timber-Steel Beam - Research project at ITI, TU Wien within Sparkling Sciencein coorporation with Camillo Sitte Sparkling Science © ITI, TU Wien
Scientific Program
24 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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: 1
Information for Chairpersons: • Please check the time and lecture room of the session you are chairing in the daily program and on the info boards as there might have been changes. • All lecturers of your session are requested to approach you in the lecture room at least 10 minutes before the start of the session. This allows you to identify lecturers who have not arrived yet. • Technical staff wearing green T-shirts are assigned to each lecture room for help with technical equipments. They are responsible for the technical equipment in the lecture room and are ready to help you in any other aspect. • You are kindly asked to switch between presentations by simply announcing the name of the next presenter and the title of the presentation. Due to the tight schedule, there will not be sufficient time for introducing individual lecturers in a more detailed manner. • Please do your best to strictly limit the duration of each presentation and discussion to the allotted time. • If a lecturer is missing, please stick to the original program, i.e., extend the discussion time of the preceding presentation or allow a break for the duration of the missing lecture(s). This enables participants to move inbetween sessions and to listen to chosen individual lectures according to the announced sequence.
Information for Speakers: • Please check the time and lecture room of your presentation in the daily program and on the info boards as there might have been changes. • Technical staff wearing green T-shirts are assigned to each lecture room for help with technical equipment. • Each lecture room is equipped with a notebook (Windows 7, Microsoft Office 2016, Acrobat Reader) and a video projector. You are asked to upload your presentation on the notebook as soon as possible, but at the very latest in the break before the session. • You may pre-check your presentation in the Preview Center located on the first floor of the Main Building. • Please be present at least 10 minutes prior to the start of your session and let the chairperson know you are there. • Please make sure to stay in your session from the beginning on in order to ensure smooth changes between the individual presentations. • The time allotted for the presentations is
18 min. (incl. discussion) for presentations in mini-symposia and general sessions3 mins. for poster presentations27 min. (incl. discussion) for Extended Lectures in mini-symposia30 min. for Plenary and Semi-Plenary Lectures
The chairpersons are requested to stop presentations after the allotted time has passed.
Publication CodesPublication codes have been assigned to all contributions. This way they are easy to find both in the program and in the list of abstracts. These codes indicate first on whether a contribution is presented within a mini-symposium, a general session, or a poster session. Then, the affiliated conference track is mentioned, followed by the session and possibly the subsession number.
-01(A)Session number
(Subsession number)
1MAT - Wood Products &
Components
2COM - Computer-based
Methods
3ARC - Timber Architecture
4ENG - Timber Engineering
5IMP - Implementation
MS
GS
PS
Mini-symposium
General Session
Poster Session
Number of contribution in
session
A R C E N GMS4 01A
Exemplary publication code:
MS4-01A: 1Sessions Code:
INFORMATION FOR PRESENTERS & CHAIRS
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Scientifi c Program
SCIENTIFIC PROGRAM | Program Guide 25
INFORMATION FOR PRESENTERS & CHAIRS
PS5-01PS5-02PS5-03
PS4-02PS4-04PS4-06
PS4-01PS4-03PS4-05
PS1-01PS1-03PS1-06
PS1-05PS1-08PS2-01
PS3-01PS3-02
PS1-02PS1-04PS1-07
REGISTRATION
MAIN ENTRANCE
Presentation Durations: • Plenary and Semi-Plenary Lectures: 30 mins. • Oral Presentation in Mini-symposia and General Sessions: 18 mins. incl. discussion • Extened Lectures in Mini-symposia and General Sessions: 27 mins. incl. discussion • Poster Presentation: 3 mins. brief oral presentation in addition to the poster display
Poster Mounting PeriodsAs we are not able to have all posters displayed during the entire conference, please consider the following mounting periods:
• Mounting of Poster: during lunch break of the day of your poster presentation • Dismantling of Poster: at the latest during the morning coff ee break at the day after your poster presentation
Please note, that all posters not dismantled during the morning coff ee break, will be removed and thrown away by our staff .
Scientifi c Program
26 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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OVERVIEW
MS2-01MS2-02MS2-03
MS5-02MS5-03MS5-04MS5-05MS5-06MS5-07
GS4-01GS4-02GS4-03GS4-04
GS3-01GS3-02GS3-03GS3-04
Intervention on building stock - historic constructionsBuilding physics and building skinsDesign practiceEvaluation and comparison
GS2-01GS2-02GS2-03
GS1-01GS1-02GS1-03GS1-04
IMPLEMENTATION ORGANIZERS
COMPUTER-BASED METHODS ORGANIZERS
TIMBER ARCHITECTURE ORGANIZERS
WOOD PRODUCTS & COMPONENTS ORGANIZERS
TIMBER ENGINEERING ORGANIZERS
MS1-01MS1-03MS1-04MS1-05MS1-06MS1-07MS1-08MS1-09MS1-10MS1-11
Modeling of structuresModeling of materialsIT-based architectural design and computer-aided manufacturing
Innovative wood construction and materials at the ETH house of natural resourcesJoints in timber structures – Characterization and structural design Modifi ed wood as building material for sustainable constructionsCurrent progress in adhesive bonding of solid wood Multi-functional performance of cement-bound wood products Hardwood in structural engineering Timber connections by the under-40‘s Aspects on the forest resource wood and the conversion process to building materials The next generation – veneer based building productsProperties and characteristics of traditional timber connections in Northeast Asia
Execution of timber buildings Sustainable modular building systems in wood Teaching timber design in interdisciplinary settings Developements in wood engineering educationTall buildings - case studiesHuman perception and health in wooden buildings
MS4-01MS4-02MS4-03MS4-04MS4-05MS4-06MS4-07MS4-08MS4-09MS4-10
MAT
COM
ARC
ENG
IMP
I. Burgert, A. FrangiE. Serrano, M. Dorn, T. K. BaderA. Petutschnigg, A. KutnarH. W. G. van Herwijnen, J. KonnerthD. Zwicky, N. MacchiS. Franke, B. Franke, A. Müller, R. Steiger, G. FinkP. QuennevilleW. Sekot, A. TeischingerM. Grabner, R. Brandner, G. SchickhoferM. Park
T. K. Bader, M. Dorn, E. SerranoJ. Füssl, A. Olsson, M. Kaliske, J. EberhardsteinerD. Zwicky, C. Malaga
N. Ando, Y. GotoJ. M. Branco, P. DietschM. KairiD. BardJ. J. Ugarte (pp. UC‘s Timber Innovation Center)
M. Fragiacomo, J. van de Lindt, H. IsodaR. Harris, W. ChangA. BuchananS. WinterI. SmithV. RajčićN. Kawai, H. IsodaJ. Schmid, M. Fragiacomo, S. Craft, K. KagiyaA. CeccottiK. Crews
T. TorattiM. FlachT. Tannert, P. Dietsch, R. HarrisP.L. Clouston, M. Gershfeld, M. Kam-BironM. Piazza, R. TomasiY. Cronhjort, M. Hughes
Topics and Organizers of Mini-symposia, General and Poster Sessions
Seismic design and behaviour of innovative timber systems Tall buildings - Dynamic performance from measurements of completed structuresDesign of tall wood buildings for lateral loads Eurocode 5 - a halftime summary of the review process System level structural design of hybrid structures Glued-in rods – Application and design rules Seismic performance and standardization of CLT building structures Fire safety of structures made of timber & other bio-based products - COST Action FP1404Seismic behavior of timber construction Mixed, composite & hybrid structures
Structural Performance of materialsHigh performance wood productsNew products and connectionsIndustrialization of the wood chain
Computational modeling of joints in timber structures Computational mechanics of wood & wood-based products Practice-oriented structural design of timber-concrete composite slab elements
MS3-01MS3-02MS3-03MS3-04MS3-05
Integrated design of sustainable architectures with wood for the futureReinforcement of timber elements in existing structures Wooden facade Acoustics in wooden building From the Atacama desert to „Tierra del Fuego“: Recent developments in the Chilean timber industry
Codes and international engineeringFire engineeringStructural design and engineeringMixed, composite and hybrid structures
GS5-02GS5-03GS5-04
TeachingBest practice examplesRealized buildings
PS1-01PS1-02PS1-03PS1-04
Strength / gradingConnectionsJointsMoisture / durability
PS1-05PS1-06PS1-07PS1-08
CLT / LVLStructural elementsWood modifi cationCross Laminated Timber (CLT)
PS3-01PS3-02
Historic / RepairBuilding physics / skin
PS4-01PS4-02PS4-03PS4-04
Structures / codesMixedFire - basicsSeismic
PS4-05PS4-06
Fire - applicationsStructures
PS5-01PS5-02PS5-03
Market / realizationBuildings / examplesTeaching / research
PS2-01 Modeling
CON
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Scientifi c Program
27SCIENTIFIC PROGRAM | Overview
PLENARY & SEMI-PLENARY LECTURES
5B BUILDINGS 5B SOCIAL ASPECTS
Ingo BurgertETH Zurich, Switzerland
Hermann KaufmannArchitect, AT, TU München, GER
Erik SerranoLund University, Sweden
Gerald EppStructure Craft, Canada
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Alfred Teischinger, BOKU Vienna, AustriaOpportunities and limits of timber in constructionTue | 17:00 - 17:30 | Festive Hall
Jan-Willem van de Kuilen, TU München, GermanyWood properties from roundwood to timber engineeringTue |17:30 - 18:00 | Festive Hall
Jouni Hakkarainen, Metsä Group, FinlandDevelopment of engineered wood pro-ducts - the industry perspectiveTue | 18:00 - 18:30 | Festive Hall
Eric Landis, University of Maine, USAPerformance prediction in wood structures: the pitfalls and promise of fundamental mechanicsWed |17:00 - 17:30 | AudiMax
Anders Olsson, Linnaeus University, SwedenDetermination of sawn timber properties using laser scanning – development potentials and industrial applicationsWed | 17:30 - 18:00 | AudiMax
Ki-Cheol Bae, University of Ulsan, KoreaThe recovery of wood culture and urban tectonic in KoreaTue | 17:00 - 17:30 | AudiMax
Stefan Winter, TU München, GermanyWood is good!? - worldwide threats and consequent opportunities for building with woodTue |17:30 - 18:00 | AudiMax
Andy Buchanan, University of Canterbury, NZThe challenges for designers of tall timber buildingsWed | 18:00 - 18:30 | AudiMax
IMP IMPLEMENTATION
Alfred W. Kammerhofer, FOEN, SwitzerlandThe contribution of wood to climate/energy challenges – resource policy and wood action plan using the example of SwitzerlandWed | 17:00 - 17:30 | Festive Hall
Gary C. Williams, Timber Systems, CanadaFrom Europe with loveWed |18:00 - 18:30 | Festive Hall
Maurizio Piazza, University of Trento, ItalyOptimization process in the use of wood and wood-based materials in hybrid and composite structuresWed |17:30 - 18:00 | Festive Hall
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High performance wood materials – progress, challenges and visionsMon | 09:40 - 10:10 | Hofburg
Rational modelling and design in timber engineering applications using fracture mechanicsMon |10:10 - 10:40 | Hofburg
Building systems - constraints or chances for architects?Mon | 10:40 - 11:10 | Hofburg
Timber awakening in AmericaThu |12:10 - 12:40 | AudiMax
Kaori Fujita, University of Tokyo, JapanRecent attempts on timber structures in JapanTue | 18:00 - 18:30 | AudiMax
MAT WOOD PRODUCTS & COMPONENTS
1A CHARACTERIZATION & OPTIMIZATION
1B INNOVATION & INDUSTRIALIZATION
COM COMPUTER-BASED METHODS
2A MODELING
2B DESIGN & MANUFACTURING
ARC TIMBER ARCHITECTURE
3A DESIGN & EVALUATION
3B SPECIAL APPLICATIONS
ENG TIMBER ENGINEERING
4A CODES & STANDARDIZATION
4B STRUCTURES
MINI-SYMPOSIA, GENERAL & POSTER SESSIONSContent
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CONTENT OF MINI-SYMPOSIA, GENERAL & POSTER SESSIONS
Wood Products & Components
Computer-based Methods
Timber Architecture
Timber Engineering
Implementation
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COM A R CTimber
Architecture
MAT COMComputer-based
Methods
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Implementation
MATWood Products & Components
A R C E N GTimber
Engineering
MATWood Products & Components MINI-SYMPOSIA
Wood Products & Components
30 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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Innovative wood construction and materials at the ETH house of natural resourcesI. Burgert, A. Frangi
The minisysmposium is related to a pilot building, named ETH House of Natural Resources, which has been designed at ETH Zurich, to be used as an office building and additionally will serve as a showcase building of sustainable and reliable timber construction and innovative wood materials. The underlying concept will be introduced to the Timber Engineering Community by addressing multiple innovation aspects, such as the use of beech for structural elements, the implementation
of permanent sensor networks as well as in-situ tests at different construction stages. In terms of wood materials, research activities on UV protective and water repellent coatings and autonomously deforming wood elements for wood facades are presented. The activities are supported by Climate KIC in the framework of the Building Technologies Accelerator Flagship program.
MS1-01: Tue | 10:30 - 12:00 | HS48
MAT01MS1
Joints in timber structures – Characterization and structural designE. Serrano, M. Dorn, T. K. Bader
Papers presented in this mini-symposium are dedicated to the mechanical behavior of dowel-type connections, including dowels, bolts, nails and screws as well as threaded and glued-in steel rods. Even novel design ideas for joints will be presented. Experimental investigations of characteristics of joints are discussed from the single fasteners up to moment-resisting joints in timber structures, including stiffness, load-
bearing capacity, load distribution as well as their cyclic behavior. The experimental quantification of load-deformation characteristics of joints is essential in the design of timber structures, both for direct application to empirical design formulae and for verification of numerical or analytical models.
MS1-03: Mon | 17:00 - 17:55 | Festive Hall MS1-03A: Mon | 13:30 - 15:00 | HS50MS1-03B: Tue | 08:30 - 10:00 | HS50
MS1-03C: Tue | 10:30 - 12:00 | HS50MS1-03D: Tue | 13:30 - 15:00 | HS50
MAT03MS1
Modified wood as building material for sustainable constructionsA. Petutschnigg, A. Kutnar
The symposium is dealing is organized in four subsequent sessions which are focussing on general views on massive wood products for sustainable constructions, modified wood products and their use for sustainable constructions, wood composites, new biobased materials and the ecologigal aspects of biobased materials for sustainable constructions. The first session will lead to the different Topics and will
give an brief overview. The second session is focussing on modified wood products and their properties. The third session will give an view on constructions, and biobased building materials and their properties. In the fourth session the modelling of biobased materials and their evaluation is in the focus.
MS1-04: Mon | 17:00 - 17:55 | HS21MS1-04A: Tue | 08:30 - 10:00 | HS47
MS1-04B: Tue | 10:30 - 12:00 | HS47MS1-04C: Tue | 13:30 - 15:00 | HS47
MAT04MS1
Current progress in adhesive bonding of solid woodH. W. G. van Herwijnen, J. Konnerth
Adhesive bonding is the key to advanced wood constructions. A thorough understanding of binding is needed to develop innovative engineered timber products. The mini-symposium reviews the current state of the art on fundamentals of adhesion between wood and (pre-)polymers and therefore spans a bridge towards topics of direct relevance for current and novel applications, e.g. bonding of different
wood species, in particular hardwoods and modified wood; progress in the understanding of the peculiarities of polyurethane adhesives; advanced formaldehyde based resins, bio-based adhesives; or long-term performance of adhesive systems under mechanical and environmental stress.
MS1-05: Mon | 17:55 - 18:50 | HS21MS1-05A: Wed | 08:30 - 10:00 | HS47
MS1-05B: Wed | 10:30 - 12:00 | HS47MS1-05C: Wed | 13:30 - 15:00 | HS47
MAT05MS1
Multi-functional performance of cement-bound wood productsD. Zwicky, N. Macchi
The session starts with a presentation on newly developed pourable wood-cement compounds, exposing which mechanical, building-physical, economic and ecological performances they may provide. This subject is followed by presentations on specific mechancial issues of connection techniques in timber-concrete composite structures - being essential, as it is well known, in timber construction -, on the one
hand, for the long-term behavior of adhesive connections in timber-concrete composite elements and, on the other, a new and innovative curing procedure for glued-in rods as connection means. The session is finished by presentations on the ecological, economic and structural performances of complete, multi-functional, multi-material structural elements, principally based on timber and wood-cement compounds.
MS1-06: Wed | 13:30 - 15:00 | HS48
MAT06MS1
MATWood Products & ComponentsMINI-SYMPOSIA
Wood Products & Components
CONTENT | Wood Products & Components 31
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Hardwood in structural engineeringS. Franke, B. Franke, A. Müller, R. Steiger, G. Fink
The mini-symposium provides the possibility to discuss and to present recent research results as well as open questions regarding the use of hardwood. The focus is on structural application of hardwoods, available products, quality control within production, grading of the
raw material, design and successful implementation in structures. This includes contributions on material properties and structural behaviour of members, connections as well as structural systems.
MS1-07: Mon | 17:55 - 18:55 | Festive HallMS1-07A: Mon | 13:30 - 15:00 | HS41
MS1-07B: Tue | 08:30 - 10:00 | HS41
MAT07MS1
Timber connections by the under-40‘sP. Quenneville
The first session of the mini-symposium aims at having a peak at what the next generation of timber connection investigators are researching. The topics vary from state-of-the-art screws to carpenter joints and research issues for connections. The second session of the mini-
symposium aims at having a peak at what the next generation of timber connection investigators are researching. The topics vary from state-of-the-art screws to carpenter joints and research issues for connections.
MS1-08A: Wed | 08:30 - 10:00 | HS50 MS1-08B: Wed | 10:30 - 12:00 | HS50
MAT08MS1
Aspects on the forest resource wood and the conversion process to building materialsW. Sekot, A. Teischinger
The material wood is derived from forest sources such as semi-natural mixed forests, even-aged monocropping forest stands and plantagon forestry comprising a wide range of different wood species. This variety in raw material sources concerning wood species and raw material properties combined with natural hazards, logging and
harvesting characteristics of the forest owners are big challenges on roundwood allocation and the conversion process of the raw material into a homogeneous and reliable building material with tailored and engineered material properties in the best possible way.
MS1-09A: Mon | 13:30 - 15:00 | HS48 MS1-09B: Tue | 08:30 - 10:00 | HS48
MAT09MS1
The next generation – veneer based building productsM. Grabner, R. Brandner, G. Schickhofer
This mini-symposium emphasises on development, production and design of veneer-based building products. Key factors influencing their performance and economic application in the building sector are addressed. The contributions comprise evaluation of test methods and process-related factors influencing the bonding and self-bonding behaviour of rotary-cut veneers. Approaches for predicting the capacity and reliability of veneer-based products recovered from early to mid-
rotation plantations are presented. Various methods for the production of light-weight load-bearing elements are discussed with special focus on form press profiles, e.g. channel/top-hat sections for floor or wall panels. The necessity for new or adapted joint solutions for heavy duty veneer-based products is outlined; in this context the joint design of glued-in rods and their application for tension and bending joints in beams and trusses is illustrated.
MS1-10: Wed | 13:30 - 15:00 | HS50
MAT10MS1
Properties and characteristics of traditional timber connections in Northeast AsiaM. Park
Traditional timber connections in Northeast Asian Countries are different from modern timber connections with metal connectors. Traditional timber connections transfer dead and live load of timber construction effectively through complex load path between structural members of timber construction without metal connectors. Fortunately there are numerous examples of historical timber buildings with traditional timber connections main maintained perfectly for hundreds of thousands of years. The details of the connections are complicated shape but
successfully resist vertical and horizontal load of timber construction. Due to the complicated details of connections, manufacturing the traditional connections requires highly skilled labor and working hours. The mini-symposia will introduce innovative solutions for various types of traditional timber connections in the Northeast Asia and provide fruitful discussion on traditional timber connections including improvement of quality and manufacturing cost reduction of the connections for modernized timber connections for future.
MS1-10: Mon | 13:30 - 15:00 | HS34
MAT11MS1
MATWood Products & Components GENERAL SESSIONS
Wood Products & Components
32 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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Structural performance of materials
These sessions provide the possibility to discuss and to present recent research results as well as open questions regarding structural application of various timber materials. The focus is on structural behavior, structural application and design. This includes contributions on material properties, experimental and numerical investigations
on moisture diffusion in timber structures, mechanical properties of glued-laminated (glulam) and cross-laminated timber (CLT).members, adhesive bonds, Influence of bending stress on the dynamic properties as well as further development.
MAT01GS1
High performance wood products
This session provides the possibility to discuss and to present recent research results as well as open questions regarding structural application of laminated veneer lumber (LVL) products. The focus is
on structural behavior and application as well as design. This includes experimental investigations on performance of laminated veneer lumber (LVL) products and further development.
MAT02GS1
New products and connections
These sessions are dedicated to the novel high performance of timber and hybrid products and the mechanical behavior of novel connections in engineered wood products. The focus is on structural application, quality control within production, design and successful implementation.
This includes contributions on material properties and structural behavior of members and connections, experimental quantification of structural characteristics as well as structural systems.
MAT03GS1
Industrialization of the wood chain
This session gives an insight into the latest achievements in the area of industrialization of the wood chain and resource optimized productions,
including studies on development of recycled materials from wood waste of wood.
MAT04GS1
GS1-01A: Mon | 13:30 - 15:00 | HS47GS1-01B: Tue | 13:30 - 15:00 | HS41GS1-01C: Wed | 08:30 - 10:00 | HS41GS1-01D: Wed | 10:30 - 12:00 | HS41GS1-01E: Wed | 13:30 - 15:00 | HS41
GS1-01F: Thu | 08:30 - 10:00 | HS41GS1-01G: Thu | 08:30 - 10:00 | HS50GS1-01H: Thu | 10:30 - 12:00 | HS41GS1-01I: Thu | 10:30 - 12:00 | HS50
GS1-02: Tue | 13:30 - 15:00 | HS48
GS1-03A: Wed | 10:30 - 12:00 | HS48 GS1-03B: Thu | 08:30 - 10:00 | HS48
GS1-04: Tue | 10:30 - 12:00 | HS41
MATWood Products & ComponentsPOSTER SESSIONS
Wood Products & Components
CONTENT | Wood Products & Components 33
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Strength / grading
The papers presented in this session deal with mechanical properties of timber. The focus is on structural application, design and experimental
study. This includes contributions on experimental quantification of structural characteristics.
MAT01PS1
Connections
The session provides the possibility to discuss and to present recent research results as well as open questions regarding structural application of various connections. The focus is on structural behavior,
structural application and design. This includes experimental and numerical investigations on wood connections and further development.
MAT02PS1
Joints
This session gives an insight into the latest achievements in the area of timber connection systems, including studies on development of timber
joint system by high ductility wood frame structure.
MAT03PS1
Moisture / durability
The session provides the possibility to discuss and to present recent research results as well as open questions regarding structural application of various timber materials. The focus is on structural
behavior, structural application and design. This includes experimental and numerical investigations on moisture diffusion and durability in timber structures.
MAT04PS1
PS1-02: Mon | 15:10 - 16:00 | HS50
PS1-04: Tue | 15:10 - 16:00 | HS50
PS1-01: Mon | 15:10 - 16:00 | HS41
PS1-03: Tue | 15:10 - 16:00 | HS41
Cross Laminated Timber (CLT) / Laminated Veneer Lumber (LVL)
The session provides the possibility to discuss and to present recent research results as well as open questions regarding structural application of cross laminated timber (CLT) and laminated veneer
lumber (LVL) products. The focus is on structural behavior and application as well as design. This includes experimental investigations on performance of CLT and LVL products and further development.
MAT05PS1
PS1-05: Tue | 15:10 - 16:00 | HS47
Structural elements
The session is dedicated to the performance of timber structural elements. The focus is on structural application, quality control within production, design and successful implementation. This includes
contributions on material properties and structural behavior of members, experimental quantification of structural characteristics as well as structural systems.
MAT06PS1
PS1-06: Wed | 15:10 - 16:00 | HS41
Wood modification
The session provides the possibility to discuss and to present recent research results as well as open questions regarding wood modification. The focus is on structural behavior and application as well as design.
This includes experimental investigations on mechanical properties and extended long-term behavior as well as further development.
MAT07PS1
PS1-07: Wed | 15:10 - 16:00 | HS50
Cross Laminated Timber (CLT)
The session provides the possibility to discuss and to present recent research results as well as open questions regarding structural application of various timber materials. The focus is on structural
behavior, structural application and design. This includes experimental and numerical investigations on cross laminated timber (CLT) and hybrids.
MAT08PS1
PS1-08: Wed | 15:10 - 16:00 | HS47
MAT COMComputer-based
Methods MINI-SYMPOSIAComputer-based Methods
34 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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Practice-oriented structural design of timber-concrete composite slab elementsD. Zwicky, C. Malaga
The first presentation shows results on the development of a composite system made of timber-steel hybrid beams and concrete floors, concentrating on first design concepts and planned tests. This is followed by an immediately linked issue: transversal load sharing in timber-concrete composite floors, numerically and experimentally validated, conducting a multi-parametrical study (i.e. span, joist spacing, beam geometry, load position. The concept of connecting beam-like timber sections to concrete slabs is challenged in the third presentation, where panel-type engineered wood products are combined with a concrete
topping, analyzed in a comprehensive experimental program. The session is terminated with presentations on particular issues of numerical modelling of a nail laminated timber-concrete composite floor system as an alternative to the commonly used profiled steel-concrete deck; as well as a presentation on the numerical modelling of the long-term behavior of adhesive-bonded timber-concrete composite slabs, based on three-dimensional material models accounting for hygrothermal and time-dependent behavior, being validated against experimental data.
Computational mechanics of wood and wood-based productsJ. Füssl, A. Olsson, M. Kaliske, J. Eberhardsteiner
This minisymposium is considered to be a forum for scientists and engineers working in the field of computational wood mechanics and wood technology. The contributions refer to recent developments and advances on analytical, numerical, and related experimental aspects of the mechanical and physical behaviour of wood and wood-based products. Also contributions dealing with developments in the fields of wood processing and innovative wood composites can be found. Main
focus is laid on topics like the numerical analysis of wood, wood-based products, and timber structures taking into account failure mechanisms of wood, its stochastic nature, as well as moisture-induced deformations or moisture transport, respectively. Furthermore, macroscopic constitutive modelling, large deformations, wood drying and processing, and wood/glass and wood/steel composites are of special interest.
Computational modeling of joints in timber structuresT.K. Bader, M. Dorn, E. Serrano
Computational approaches presented in this mini-symposium encompass numerical and analytical methods for the analysis of single fasteners, connection systems, dowel groups and the stress analysis of the timber matrix in joints. Presented papers describe the nonlinear behavior of joints, including ductile and brittle failure modes, as well
as the behavior under cyclic loading. Further presentations will discuss combined experimental-numerical approaches and data fitting methods. Models are important for the understanding of the relationship between the mechanical behavior of joints and properties of their components as well as in relation to the global behavior of timber structures.
MAT COM
MAT COM01MS2
02MS2
MS2-01: Mon | 17:55 - 18:50 | BIG1MS2-01A: Wed | 13:30 - 15:00 | BIG2
MS2-01B: Thu | 08:30 - 10:00 | BIG2 MS2-01C: Thu | 10:30 - 12:00 | BIG2
MS2-02: Mon | 17:00 - 17:55 | BIG1MS2-02A: Mon | 13:30 - 15:00 | BIG1MS2-02B: Tue | 08:30 - 10:00 | BIG1 MS2-02C: Tue | 10:30 - 12:00 | BIG1
MS2-02D: Tue | 13:30 - 15:00 | BIG1MS2-02E: Wed | 08:30 - 10:00 | BIG1MS2-02F: Wed | 10:30 - 12:00 | BIG1
MAT COM03MS2
MS2-03: Mon | 13:30 - 15:00 | BIG2
MAT COMComputer-based
MethodsGENERAL & POSTER SESSIONSComputer-based Methods
CONTENT | Computer-based Methods 35
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Modeling
The papers presented in this session deal with numerical simulation of timber structures. The focus is on structural application, design and experimental study on timber structures. This includes contributions
on structural behavior of connections, experimental quantification of structural characteristics.
IT-based architectural design & computer-aided manufacturing
This session gives an insight into application of computer-aided manufacturing (CAM) and computer-aided design (CAD) for wooden building elements, e.g. robotic production of individualized wood joints
as well as additive manufacturing of wooden elements. The use of computer to assist in all operations of a manufacturing plant, including planning is presented in detail.
Modeling of materials
Computational approaches presented in this sub track describe the methods for the calculation of the physical and mechanical properties and structural performance of timber including experimental and numerical study.
The sub track explores the comparison between full-field measurements and finite element model of glued laminated timber and how to practically conceive and structurally design bending strength.
Modeling of structures
The papers presented in these sessions deal with non-linear load bearing behavior and structural performance of timber structures including experimental and numerical study; numerical simulation of reinforced timber structures and structural performance of shear walls including experimental study. The focus is on structural application, design and experimental study on traditional timber frames. This includes
contributions on structural behavior of connections, experimental quantification of structural characteristics. They discuss combined experimental-numerical approaches and data fitting methods as well as seismic performance and evaluate damping capacity in wood-frame shear wall buildings.
MAT COM
MAT COM01GS2
02GS2
GS2-01A: Tue | 08:30 - 10:00 | BIG2GS2-01B: Tue | 10:30 - 12:00 | BIG2
GS2-01C: Tue | 13:30 - 15:00 | BIG2
GS2-02A: Thu | 08:30 - 10:00 | BIG1 GS2-02B: Thu | 10:30 - 12:00 | BIG1
MAT COM03GS2
GS2-03: Wed | 08:30 - 10:00 | BIG2
MAT COM01PS2
PS2-01: Mon | 15:10 - 16:00 | BIG1
COM A R CTimber
Architecture MINI-SYMPOSIATimber Architecture
36 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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Acoustics in wooden buildingD. Bard
Acoustics concerns both sound and vibration, and for wooden constructions there are some important features that differ from those in concrete and other heavy constructions. The weight of a construction is an important parameter for the airborne sound insulation properties, especially for the lower frequency range, 20–200 Hz. This means that
wood constructions may have poor sound insulation at the lower frequencies. Impact sound from people walking is the most common sound insulation problem for lightweight floors, especially at low frequencies. Flanking transmission is another main problem for lightweight constructions.
From the Atacama desert to "Tierra del Fuego": recent developments in the Chilean timber industryJ. J. Ugarte (on behalf of UC's Timber Innovation Center)
Chile’s unique geography presents an attractive field to explore the response of wood and building typologies to extreme climate conditions in a territory prone to seismic activity and natural hazards, with vast forest resources which includes the pinus radiata specie along with extensive reserves of native wood. Such conditions have already served as natural laboratory for scientific and industrial initiatives to study the response of timber buildings to seismic activity, envelope response to climatic zones and new prefabrication systems to produce timber housing units,
among others. These initiatives have been supported by the joint efforts of the Government sector, the Chilean Timber University Network, and Timber Local Companies as well as building companies, thus opening new knowledge areas and new fields for practical applications. In parallel, local designers had made of wood a predominant building material for unique pieces of contemporary architecture which have achieved international recognition.
Wooden facadeM. Kairi
Construction of the wooden façade using structural pre-manufactured elements is a combination of many challenging steps. Before the final decision of the solution the interactive cooperation is needed between
professionals of architecture, wood technology and civil engineering.
Reinforcement of timber elements in existing structuresJ. M. Branco, P. Dietsch
Within the building sector there is a growing need for the upgrading of buildings for safety, economic, environmental, historical and social reasons. Structural upgrading oftentimes includes reinforcement which may become necessary from motivations such as change of use, changes of load, changes in regulatory specifications, interventions to increase seismic resistance, deterioration due to poor maintenance, or exceptional damaging incidents. This Mini-Symposium is focusing on
latest research that aims at advancing methods to reinforce existing but also new timber structures. Within the first session we are focusing on the strengthening of traditional timber buildings with a focus on timber joints and timber walls. The second session is focused on structural elements from engineered wood and novel techniques to strengthen these for bending, shear and tensile stresses perpendicular to the grain.
Integrated design of sustainable architectures with wood for the futureN. Ando, Y. Goto
We have seen the great development of the timber industry in the past decades ranging from materials to construction systems. The increasing number of multi-storey timber constructions is a good example. However, the focus of the development has been mostly on the structural performance of the materials/systems in order to ensure the structural safety. For the further development of the timber industry, it is crucial to enhance the holistic sustainability of timber
constructions considering environmental, economic and social aspects. The performances to be better engineered and integrated in the design process would be durability, indoor comfort, energy efficiency and lifecycle environmental impact. The mini-symposium will focus on the demands of the integrated design of timber constructions in the future. Innovative design concepts as well as methodologies are presented and discussed.
COM A R C01MS3
MS3-01: Mon | 13:30 - 15:00 | HS21
COM A R C02MS3
MS3-02A: Wed | 10:30 - 12:00 | HS16 MS3-02B: Wed | 13:30 - 15:00 | HS16
COM A R C03MS3
MS3-03A: Tue | 08:30 - 10:00 | HS7 MS3-02B: Tue | 10:30 - 12:00 | HS7
COM A R C04MS3
MS3-04A: Mon | 13:30 - 15:00 | HS16 MS3-04B: Tue | 08:30 - 10:30 | HS16
COM A R C05MS3
MS3-05: Mon | 17:00 - 17:55 | HS7MS3-05A: Mon | 13:30 - 15:00 | HS7
MS3-05B: Tue | 13:30 - 15:00 | HS7
COM A R CTimber
ArchitectureGENERAL & POSTER SESSIONSTimber Architecture
CONTENT | Timber Architecture 37
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TBuilding physics / skin
The session provides the possibility to discuss recent research results and to present innovative timber façade elements as well as open
questions regarding building physics. The focus is on thermal insulation and moisture proofing, structural application and design.
Intervention on building stock
Papers presented in these sessions deal with historic structural timber elements, connections and novel techniques to strengthen these in
several countries.
Building physics and building skins
The session provides the possibility to discuss recent research results and to present timber construction projects as well as open questions
regarding building physics. The focus is on thermal insulation and moisture proofing, structural application and design.
Design practice
This session gives an insight into design process of timber constructions. The use of databases to assist in all operations, including construction
process and planning is presented.
Evaluation and comparison
The sessions provide the possibility to present current timber construction projects as well as discuss open questions regarding quantitative criteria, ecology and cost comparison. The focus is on life
cycle assessment, environmental performance of timber constructions, design and structural application.
Historic / repair
Papers presented in this session deal with historic structural timber elements and connections as well as novel techniques to strengthen
these in several countries.
COM A R C01GS3
GS3-01A: Wed | 08:30 - 10:00 | HS16 GS3-01B: Thu | 08:30 - 10:00 | HS16
COM A R C02GS3
GS3-02: Tue | 10:30 - 12:00 | HS16
COM A R C03GS3
GS3-03: Tue | 13:30 - 15:00 | HS16
COM A R C04GS3
GS3-04A: Tue | 13:30 - 15:00 | HS21 GS3-04B: Wed | 13:30 - 15:00 | HS21
COM A R C01PS3
PS3-01: Mon | 15:10 - 16:00 | HS21
COM A R C02PS3
PS3-02 Tue | 15:10 - 16:00 | HS21
A R C E N GTimber
Engineering MINI-SYMPOSIATimber Engineering
38 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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System level structural design of hybrid structuresI. Smith
Today it is no longer acceptable to employ simple elemental level design practices for timber buildings. Justification for this assertion lies in such an approach being a major impediment to restoring timber to the status it lost to steel as the structural engineering material of choice in the late 19th century. Key to transforming modern use of timber lies in marrying inherent advantages it has over alternative materials (e.g. reinforced concrete, RC) to design and construction practices that exploit societal demand efficient, safe and durable high-rise urban construction. As papers in the mini-symposium highlight, the prime advantage timer and derived engineered wood products have is their very low weight-to-stiffness ratio. Because of that low ratio it is possible to create hybrid superstructures that minimize material consumption, minimize construction costs, and at the same time mitigate or even eliminate potential for structural damage during even extreme events. For example, there are no reasons beyond that straightjacket of structural
engineering practices designed to favour steel why relatively tall hybrid timber buildings need be designed based on element capacities. Designed to modern capabilities entire superstructures can be designed to be controlled entirely by serviceability performance requirement. Need for ductility and permitting a certain amount of damage are a design practice concocted for economy of steel and RC construction. There is no inherent reason why designers of timber structures need mimic it, even though they may commonly be taught to do so. Contemporary work is providing a raft of technical knowledge needed to underpin system level design practices that release possibilities of using timber as the advanced 21st century structural material it arguably should be. This min-symposium is an exposition and discussion of key aspects of the raft of understanding that can lead to a new timber engineering dawn.
Tall buildings - Dynamic performance from measurements of completed structuresR. Harris, W.-S. Chang
As more tall timber buildings are constructed, it is essential to make records of their performance and feed this back into design predictions. This session includes papers that present some of the first
measurements of the dynamic response of buildings under wind load, which will inform the methods and parameters for future tall building design.
Design of tall wood buildings for lateral loadsA. Buchanan
This mini-symposium will present papers which describe the lateral load design of real buildings, i.e. only those buildings which are already completed, or being constructed, or being designed. It covers lateral
load design for both wind and earthquakes. These buildings all have a timber lateral load resisting system (not concrete shear cores or steel towers).
Eurocode 5 - a halftime summary of the review processS. Winter
The symposium provides an introduction to the review process of Eurocode 5, the actual structure of the work and the committee and the targets of the revision progress. In addition a short excursus is given about “Ease-of-Use” and legitimate National Determined Parameters (NDP). The complete mini-symposia will provide colleagues from abroad and Europeans not familiar with standardisation with a clear overview
of structures, targets and processes and should be a starting point for further coordination and cooperation with engineers and code writers all over the world. More detailed information ist given about reinforcement, Timber-concrete-composites, design of fasteners and the dependency of material-design and execution in standardisation.
Seismic design and behaviour of innovative timber systemsM. Fragiacomo, J. van de Lindt, H. Isoda
Timber is a lightweight material and, as such, performs particularly well in moderate to intense earthquakes. However wood itself is not ductile and may have brittle failure modes such as splitting if not addressed properly within the seismic design procedure. Extensive research has been completed and numerous projects are underway worldwide on the seismic behavior of timber structures and buildings. An effort has been made to implement this new knowledge in codes of practice such as the Eurocode and the Canadian Standard. Many countries have differing design philosophies and rules governing the number of stories, the approach used for overstrength, etc. This mini-symposium will highlight the results of research projects from Italy, the United
States, Germany, Japan, Canada, New Zealand, Slovenia, France, and Portugal. This includes experimental testing and numerical modelling of connections, subassemblies and full-scale building tests; some light-frame will be presented but the majority of the focus will be on heavier timber technologies such as cross-laminated, glue-laminated, log-house and hybrid construction; and the use of innovative techniques such as tuned mass dampers, energy dissipaters, post-tensioning and passive base isolation in timber buildings. The development of design methods including capacity based design will be also the subject of the Symposium.
A R C E N G01MS4
MS4-01: Mon | 17:55 - 18:50 | AudiMaxMS4-01A: Wed | 10:30 - 12:00 | HS31MS4-01B: Wed | 13:30 - 15:00 | HS31
MS4-01C: Thu | 08:30 - 10:00 | HS31MS4-01D: Thu | 10:30 - 12:00 | HS31
A R C E N G02MS4
MS4-02: Tue | 13:30 - 15:00 | HS31
A R C E N G03MS4
MS4-03: Wed | 08:30 - 10:00 | HS31
A R C E N G04MS4
MS4-04: Mon | 13:30 - 15:00 | HS30
A R C E N G05MS4
MS4-05A: Mon | 13:30 - 15:00 | HS23 MS4-05B: Tue | 08:30 - 10:00 | HS23
A R C E N GTimber
EngineeringMINI-SYMPOSIATimber Engineering
CONTENT | Timber Engineering 39
CON
TEN
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Mixed, composite & hybrid structuresK. Crews
The focus of these sessions is the presentation of recently completed research, including examples of new applications for timber composite / timber hybrid floor and beam systems, with an emphasis on
characterising structural behaviour and development of design methods that will enable the research outcomes to be applied in new building and bridge structures.
Glued-in rods – Application and design rulesV. Rajčić
Session will present variety of topic related to glued in rod type of connection which has been adopted as an effective way to connect timber elements from both load bearing capacity/stiffness and aesthetic point of view. This connection is also widely accepted as a method for reinforcement of the new and existing timber structures. Steel rods as well as basalt FRP rods will be discussed as a single rod connection
as well as a multiple rods - group connection. Several possibilities of application will be presented: transfer of tension force but also for transfer moment in post beam connections in box section frames. Session will give discussion on differences in load bearing capacity using different test methods. Some solution will be presented in case of high load bearing capacity/stiffness needs.
Seismic performance and standardization of CLT building structuresN. Kawai, H. Isoda
Cross laminated timber (CLT) is now used worldwide including seismic regions as one of the wood-based building materials suitable not only for low rise buildings but also middle to high rise buildings. Many research projects have been providing findings on seismic performance of CLT structure, by experimental and numerical studies on joints, wall systems and structures, in several countries. Besides, the effort has been paid
for standardization of seismic design of CLT structures, by, for example, CNR-Ivalsa (Italy) and FP Innovations (Canada). Also in Japan, national research project was performed and the standard of the structural design was provided under the Building Standard Law of Japan. This mini-symposium will focus on seismic performance and standardization of CLT building structures.
Fire safety of structures made of timber and other bio-based products – COST Action FP1404J. Schmid, M. Fragiacomo, S. Craft, K. Kagiya
Timber and bio-based building products have been used extensively in construction in the past. In the last 100 years, however, combustibility has been a key reason why products made from wood were not permitted e.g. in many multi-storey building applications. When Performance Based Design (PBD) for fire safety was introduced, many building regulations opened the market for products which demonstrably meet the required performance objectives. Based on extensive international collaboration, research institutes and industries provided results, techniques and calculation models on how fire safety can be achieved for many fields of application. Large differences in the local regulations among countries still exist, and the use of combustible building products remains limited in countries where only prescriptive rules are used (e.g. bio-based insulations is allowed up to a building height of 18 m or more in Spain, whereas it is limited to 7 m in Germany).
Fire Safety Engineering (FSE) is a possible tool to achieve satisfactory fire safety levels for specific building solutions and any building material. The implementation of FSE and PBD for timber and bio-based building products requires cooperation between (i) structural engineers, (ii) material scientists, and (iii) fire safety engineers, amongst others including architects and regulators. This mini-symposium will provide insights into the latest achievements in the area of fire safety of bio-based construction materials and systems, including calculation methods, experimental testing at different scales, and best practice in Europe, Asia, America, and Australasia. Materials like cross-laminated timber (CLT) panels, active and passive fire safety tools, as well as possibilities and limitations of material treatments will be discussed.
Seismic behavior of timber constructionA. Ceccotti
The taller timber buildings become – especially after the introduction in to the market of Cross-laminated timber panels (CLT) - the greater is the importance of a better knowledge on how much some structural solutions can influence the whole behavior of a building shaken by a big quake. This is the case of in-plane actual deformability of floors vs
infinite rigidity of floors in diaphragm behavior in high-rise buildings and the case of how much the height of a CLT building can or cannot influence the actual value of the seismic action reduction factor for a better design of CLT tall buildings.
A R C E N G06MS4
MS4-06: Thu | 10:30 - 12:00 | HS32
A R C E N G07MS4
MS4-07A: Tue | 08:30 - 10:00 | HS30 MS4-07B: Tue | 10:30 - 12:00 | HS30
A R C E N G08MS4
MS4-08: Mon | 17:00 - 17:55 | AudiMaxMS4-08A: Mon | 13:30 - 15:00 | HS32MS4-08B: Tue | 08:30 - 10:00 | HS32MS4-08C: Tue | 10:30 - 12:00 | HS32
MS4-08D: Tue | 13:30 - 15:00 | HS32MS4-08E: Wed | 08:30 - 10:00 | HS32
A R C E N G09MS4
MS4-09: Mon | 17:00 - 17:55 | BIG2MS4-09A: Mon | 13:30 - 15:00 | HS31
MS4-09B: Tue | 08:30 - 10:00 | HS31MS4-09C: Tue | 10:30 - 12:00 | HS31
A R C E N G10MS4
MS4-10: Mon | 17:55 - 18:50 | BIG2MS4-10A: Tue | 10:30 - 12:00 | HS23MS4-10B: Tue | 13:30 - 15:00 | HS23
MS4-10C: Wed | 08:30 - 10:00 | HS23MS4-10D: Wed | 10:30 - 12:00 | HS23
A R C E N GTimber
Engineering GENERAL SESSIONSTimber Engineering
40 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
CON
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Codes and international engineering
The session gives an overview of practical construction details and the latest design methods around the world. Moreover, the results of
new research projects with reference to standards for cross laminated timber (CLT) in USA and Europe are presented in detail.
Fire engineering
The session provides an insight into the area of fire engineering of timber constructions in multi-story buildings, including experimental full-scale fire testing and calculation methods. Furthermore, the sub track provides the possibility to discuss and to present recent research results
around the world as well as open questions regarding fire engineering of timber constructions, including fire resistance characteristics of glued laminated and cross-laminated timber.
Structural design and engineering
The papers presented in these sessions with structural design of timber constructions. The focus is on structural application, design and experimental studies. This includes contributions on experimental quantification of experimental quantification of structural characteristics, damping characteristics and seismic performance of different timber
systems and historical timber structures, dynamic characteristics of glulam and cross-laminated timber (CLT) beams and floors, experimental quantification of lateral resistance of novel connection systems, latest developments in timber bridge constructions and long-term monitoring of timber bridges.
Mixed composite and hybrid structures
The sessions deal with structural design of timber constructions in multi-story buildings. The focus is on design, structural application and experimental study on wood-based composite constructions particularly timber-glass-, timber-concrete- and timber-steel composite
constructions. This includes contributions on experimental quantification of long-term behavior, experimental quantification of connections and seismic capacity of hybrid timber structures.
A R C E N G01GS4
GS4-01: Tue | 13:30 - 15:00 | HS30
A R C E N G02GS4
GS4-02A: Wed | 10:30 - 12:00 | HS32 GS4-02B: Wed | 13:30 - 15:00 | HS32
A R C E N G03GS4
GS4-03A: Wed | 08:30 - 10:00 | HS30GS4-03B: Wed | 08:30 - 10:00 | HS7GS4-03C: Wed | 10:30 - 12:00 | HS30GS4-03D: Wed | 10:30 - 12:00 | HS7GS4-03E: Wed | 13:30 - 15:00 | HS30
GS4-03F: Wed | 13:30 - 15:00 | HS23GS4-03G: Thu | 08:30 - 10:00 | HS47GS4-03H: Thu | 08:30 - 10:00 | HS30GS4-03I: Thu | 10:30 - 12:00 | HS47GS4-03J: Thu | 10:30 - 12:00 | HS16
A R C E N G04GS4
GS4-04A: Wed | 13:30 - 15:00 | BIG1GS4-04B: Wed | 13:30 - 15:00 | HS7GS4-04C: Thu | 08:30 - 10:00 | HS23
GS4-04D: Thu | 10:30 - 12:00 | HS23GS4-04E: Thu | 10:30 - 12:00 | HS30
A R C E N GTimber
EngineeringPOSTER SESSIONSTimber Engineering
CONTENT | Timber Engineering 41
CON
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T
Structures / codes
The session deals with structural design of timber constructions in multi-story buildings and bridges. It gives an overview of practical construction
details and the latest design methods around the world. Moreover, the results of new research projects are presented in detail.
Mixed
The focus of this session is on design, structural application and experimental study on wood-based composite constructions. This
includes contributions on experimental study on dynamic and long-term behavior of wood-based hybrid constructions.
Fire - basics
The session provides an insight into the area of fire engineering of timber constructions in multi-story buildings, including experimental
full-scale fire testing and calculation methods.
Seismic
This session presents the results of experimental study on the seismic behavior of wood-based hybrid constructions aimed to investigate the
seismic performance of different timber systems.
Fire - applications
The session provides the possibility to discuss and to present recent research results around the world as well as open questions regarding fire engineering of timber constructions, including fire resistance
characteristics of glued laminated and cross-laminated timber.
Structures
The papers presented in this session deal with structural design of timber constructions in multi-story buildings. The focus is on experimental study, design and structural application on various
connections. This includes contributions on experimental quantification of novel connection systems.
A R C E N G01PS4
PS4-01: Mon | 15:10 - 16:00 | BIG2
A R C E N G02PS4
PS4-02 Mon | 15:10 - 16:00 | HS47
A R C E N G03PS4
PS4-03 Tue | 15:10 - 16:00 | BIG1
A R C E N G04PS4
PS4-04 Tue | 15:10 - 16:00 | BIG2
A R C E N G05PS4
PS4-05 Wed | 15:10 - 16:00 | BIG1
A R C E N G06PS4
PS4-06 Wed | 15:10 - 16:00 | BIG2
E N G I M P
Implementation MINI-SYMPOSIAImplementation
42 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
CON
TEN
T
Sustainable modular building systems in woodM. Flach
The requirements of future constructions will focus on cost efficiency, sustainability, rapidity and flexibility. Modular constructions in wood contribute an appropriate answer in ambitious refurbishment programs of existing buildings in the European smart cities initiative as well as for sustainable urban densification. Modular systems in wood offer high quality and sustainable constructions, therefore they are prefabricated with CNC technology to be mounted and assembled precisely in a very short time. The first part of the mini-symposium focuses on prefabrication technology of façade elements for thermal refurbishment, multistory - and extension buildings in sustainable urban development. The second part of the modular system symposium deals with adequate technologies in combination with innovative components and connector systems. There is a growing demand for habitation in fast
expanding cities, for substitute buildings in case of refurbishment of old buildings, for centers for victims of natural catastrophes as in seismic areas and recently for political and climate change refugees. Modular building systems have developed from the well-known barracks in wood to industrial approaches of Konrad Wachsmann, from transportable container modules of Kaufmann to integrated fabricated components for large multistory buildings. They are produced in workshops to be prefabricated in combination with computer controlled joinery machines, energy efficient and high precision components. One of the key points is the assembling process, multi-material and multi-functional components and the choice between a 2D or 3D assembling and transportation mode.
Teaching timber design in interdisciplinary settingsT. Tannert, P. Dietsch, R. Harris
Educating Architects and Engineers of the future about the opportunities and challenges when building with timber is an essential requirement for the continued success of timber structures. Therefore, timber design should be embedded in the mainstream curricula for Architectural and Engineering undergraduate students. The mini-symposium provides a platform to disseminate knowledge about modern “student-centred” teaching approaches that stimulate in-class participation and learning. The mini-symposium will cover topics from teaching timber design in Engineering and Architectural Faculties with an emphasis on
interdisciplinary courses, design-build projects, and competitions. In the presentations, we will first travel down the North American West coast from Prince George over Vancouver to Corvallis and discuss the Integrated Wood Engineering program at UNBC, Team-based learning approaches at UBC and cross-Faculty learning at OSU before turning to Central Europe to discuss educational approaches and curricula including interdisciplinary projects at TUM/ Munich and the University Innsbruck.
Developments in wood engineering educationP. L. Clouston, M. Gershfeld, M. Kam-Biron
A growing recognition of the sustainability of wood, together with innovations in product technology, construction methods, design, processing, 3D CAD modeling and even building code developments has led to a world-wide renaissance in wood construction, especially for multi-family/ mid-rise building types. These modern engineered wood structures require specialized expertise, not only in structural analysis but also in architectural design, product fabrication and building construction. Several wood engineering education initiatives are underway to help facilitate the design, specification and use of wood in the US. For example, the Wood Products Council (WPC), a cooperative venture of the major wood associations in North America in partnership
with research organizations and government agencies, launched what is known as the WoodWorks initiative. This initiative supports the use of wood in non-residential building applications and provides one-stop access to the widest possible range of information on the use of wood in non-residential structures to design professionals. In July of 2008, WoodWorks announced an educational partnership with California State Polytechnic University Pomona and provided a seed investment grant to develop online educational content for undergraduate, graduate, and continuing education programs nationwide under Wood Education Institute (WEI) program.
Execution of timber buildingsT. Toratti
The execution of structures may be defined as a holistic process during which a building is realized, starting from the client needs and definition of the design requirements, all the way to the construction methods and setting of requirements for the works in the construction site. Several countries have recently developed (or are developing) execution rules and guidelines for timber construction. It is a prerequisite for the established design procedures that certain execution rules are followed;
most commonly these may be related to assembly tolerances, moisture control on site for wood products and assembly plan for construction safety with building elements. This session covers the wide variety of methods for the execution of timber buildings worldwide. Both methods of execution and standards for the execution rules of timber buildings are dealt with.
E N G I M P02MS5
MS5-02A: Wed | 08:30 - 10:00 | HS34 MS5-02B: Wed | 10:30 - 12:00 | HS34
E N G I M P03MS5
MS5-03A: Thu | 08:30 - 10:00 | HS7 MS5-03B: Thu | 10:30 - 12:00 | HS7
E N G I M P04MS5
MS5-04: Wed | 08:30 - 10:00 | HS21
E N G I M P05MS5
MS5-05A: Thu | 08:30 - 10:00 | HS21 MS5-05B: Thu | 10:30 - 12:00 | HS21
E N G I M P
ImplementationMINI-SYMPOSIAImplementation
CONTENT | Implementation 43
CON
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Tall buildings – case studiesM. Piazza, R. Tomasi
This mini-symposium intends to collect papers regarding case studies of tall timber buildings already fabricated, under construction or under design process, highlighting also the problems and the constructive solutions adopted for the design and execution. The mini-symposium will emphasize what are the real problems which may be encountered when a tall building is erected. In this sense, the experience gained
during the construction is of fundamental importance and it is crucial that this information valuable for the development of tall timber buildings can be shared and discussed. The list of presenters includes, primarily, the designers of some existing timber tall buildings, so that it is possible for attendants to perceive the main issues regarding those buildings, not only the ones involving structural design.
Human perception and health in wooden buildingsY. Cronhjort, M. Hughes
We spend 90% of our lives inside buildings, and with improved energy efficiency the importance of interior air quality increases. Temperature and moisture are central characteristics of interior spaces. Wood’s propensity to interact with moisture can be put to good effect in helping to mediate the interior environments of buildings. Associated with adsorption there is a release of heat which can raise the surface temperature of wood; conversely heat is required during desorption. These processes give rise to the concept of hygrothermal mass, which
may have the potential to improve the energy efficiency of buildings. In addition to economically and ecologically sound living spaces, future social sustainability requires accessibility and comfort in our living and care environments, so as to support human wellbeing. Wood is perceived as a natural, pleasant, breathing, and timeless material that feels warm. These characteristics can help improve human comfort in the space.
E N G I M P06MS5
MS5-06A: Tue | 08:30 - 10:00 | HS34 MS5-06B: Tue | 10:30 - 12:00 | HS34
E N G I M P07MS5
MS5-07: Thu | 08:30 - 10:00 | HS34
E N G I M P
Implementation GENERAL & POSTER SESSIONSImplementation
44 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
CON
TEN
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Teaching and dissemination
Several timber engineering education initiatives are worldwide ongoing to help facilitate the use of timber and design it. This session presents an overview of recent timber engineering education initiatives as a
pedagogical framework for teaching sustainable design predominantly to architecture students.
Best practice examples
This session presents particularly successful examples of how important new challenges may be successfully resolved. It gives an insight into
process of modern timber design and engineering. The use of computer-assisted planning is presented.
Case studies and visions
The presented buildings in this session deal with timber construction details and methods in multi-story buildings. The focus is on design
and implementation. This includes contributions on best practice case studies.
Market / realization
The session provides the possibility to present current timber construction projects as well as discuss open questions regarding
cost comparison and ecology. The focus is on design and structural application.
Buildings / examples
The presented buildings in this session deal with timber construction details and methods in multi-story buildings and bridges. The focus is
on design and implementation.
Teaching / research
Several timber engineering education initiatives are worldwide ongoing to help facilitate the use of timber and design it. This session presents an overview of recent timber engineering education initiatives as a
pedagogical framework for teaching sustainable design predominantly to architecture students.
E N G I M P02GS5
GS5-02: Wed | 10:30 - 12:00 | HS21
E N G I M P03GS5
GS5-03: Mon | 17:55 - 18:50 | HS7GS5-03A: Tue | 13:30 - 15:00 | HS34
GS5-03B: Wed | 13:30 - 15:00 | HS34
E N G I M P04GS5
GS5-04: Thu | 10:30 - 12:00 | HS34
E N G I M P01PS5
PS5-01: Mon | 15:10 - 16:00 | HS7
E N G I M P02PS5
PS5-02: Tue | 15:10 - 16:00 | HS7
E N G I M P03PS5
PS5-03: Wed | 15:10 - 16:00 | HS21
TIME TABLE
TIM
E TA
BLE
TIME TABLE 45
TIMETABLE
Monday, August 22
Tuesday, August 23
Wednesday, August 24
Thursday, August 25
Friday, August 26
47
54
64
74
78
Time Table | Monday, August 22
TIM
E TA
BLE
TIME TABLE | Opening & Plenary Lectures 47
OPENING & PLENARY LECTURES | 0900 - 1110
PLENARY LECTURES - SESSION AHofburg
JosefEberhardsteiner
Johannes Brahms -- Hungarian Dances (Orchestra of Vienna University of Technology)
Welcome addresses
Prof. Wolfgang Winter (Chairman WCTE 2016)
Dr. Erich Wiesner (Chair Austrian Federation of Woodworking Industries & Vice-Chair of Cei-Bois)
Prof. Sabine Seidler (Rector, Vienna University of Technology)
Prof. Regina Hitzenberger (Vice-Rector for Infrastructure, University of Vienna)
Wolfgang A. Mozart – Divertimento in F, K 138
Johann Strauss -- Thunder and Lightning Polka
MATWood Products & Components
Lunch1200 - 1330
OPENING CEREMONY900 - 940
940 - 1110
9:40PL-A:1
High performance wood materials – progress, challenges and visionsI. Burgert, V. Merk, M. Chanana, ETH Zurich, Switzerland
High performance wood materials are essentially required to grow in step with the rapid development in the wood construction sector. The expectations on the reliability and long-term properties of wood are already high, but will rise further with the increasing construction of wooden multi-storey houses in an urban environment. Intensive research activities are needed in the fi eld of wood modifi cation to develop hybrid materials and wood composites which lead to an improvement of wood properties in fi elds of existing limitations, but
may also result in multifunctional wood materials with yet uncommon performance profi les and new application potentials. In this paper, concepts for fundamental research activities are exemplarily reported and current challenges are addressed. These are based on the vision of developing and implementing wood materials that are capable to fulfi l present and future requirements of timber engineering and thereby facilitate the transition towards a sustainable society.
MAT COMComputer-based
Methods
10:10PL-A:2
Rational modelling and design in timber engineering applications using fracture mechanics E. Serrano, Lund University, Sweden
The paper gives a general discussion on methods and theories used for strength analyses of wood and wood-based products. The main aim is to discuss in general terms the benefi ts gained from using design approaches based on rational and scientifi cally sound theories. The paper presents mainly fracture mechanics theory but also other advanced modelling techniques and examples from using advanced measurement techniques in testing are briefl y discussed. Examples
of applications within the current scope of Eurocode 5 that need to be developed are highlighted (dowel type joints and compression perpendicular to the grain). In addition, examples of applications in need of being included in Eurocode 5 are discussed (beams with holes and glued-in rods). The theories presented in the paper are applied to two diff erent applications, namely notched beams and glued-in rods, the latter currently being a candidate for inclusion in Eurocode 5.
COM A R CTimber
Architecture
10:40PL-A:3
Building systems - constraints or chances for architects?H. Kaufmann, TU München, Germany
Wood construction will only be able to take hold on the market for large-volume construction if standardisation and development of prefabricated systems permit competitive construction of residential
and commercialbuildings. Will this render architects as guarantors ofgood design obsolete, or are they particularly necessaryin this segment?
Hofburg
Return to University of Vienna1110 - 1200
JosefEberhardsteiner
48
Time Table | Monday, August 22 PARALLEL SESSIONS | 1330 - 1500
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
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Integrated design of sustainable architectures with wood for the future
Joints in timber structures - Characterization and structural design HS50
B.-H. Xu, D.-W. Yuan, A. Bouchaïr, P. RacherStiffness of dowelled steel-to-timber joints (Extended Lecture)
13:30MS1-03A: 1
MATMS1 03A
Erik Serrano
S. Rossi, R. Crocetti, D. Honfi, E. Frühwald HanssonLoad-bearing capacity of ductile multiple shear steel-to-timber connections (Extended Lecture)
13:57MS1-03A: 2
P. Palma, P. Kobel, A. Minor, A. FrangiDowelled timber connections with internal members of densified veneer wood and fibre-reinforced polymer dowels
14:24MS1-03A: 3
T. K. Bader, M. Schweigler, G. Hochreiner, J. Eberhardsteiner Load distribution in multi-dowel timber connections under moment loading - integrative evaluation of multiscale experiments
14:42MS1-03A: 4
L. HerzogDifferent use of high-end technology - a new interpretation of the traditional alpine architecture .
13:30MS3-01: 1
S. Vares, T. HäkkinenResource efficiency in multi-storey wooden buildings
13:48MS3-01: 2
HS21
COM A R CMS3 01
Yutaka Goto
Hardwood in structural engineeringHS41
M. Lehmann, S. Schlegel, S. Ammann, M. Beyer, K. Aehlig, H. Jung, P. NiemzInvestigation of the bond quality of semi industrially produced ash glulam
13:30MS1-07A: 1
MATMS1 07A
René Steiger
B. Franke, C. Lehringer, A. Müller, F. SauserBeech glulam - investigation of surface preparation and gluing
13:48MS1-07A: 2
S. FrankeMechanical properties of beech CLT
14:06MS1-07A: 3
P. Kobel, A. Frangi, R. Steiger Timber trusses made of European beech LVL
14:24MS1-07A: 4
T. Vallée, O. Bletz-Mühldorfer, S. Myslicki, C. Grunwald, F. Walther, L. BathonGlued-in rods in hardwood and hardwood laminated veneer lumber: report on a large experimental campaign
14:42MS1-07A: 5
Aspects on the forest resource wood and the conversion process to building materials HS48
F. Giudiceandrea, E. Ursella, E. Vicario, A. RaisIncreasing the value of strength graded timber by industrial computer tomography
13:30MS1-09A: 1
MATMS1 09A
Alfred Teischinger
D. Gil-Moreno, D. Ridley-Ellis, P. McLeanUsing the right modulus of elasticity to get the best grades out of softwood timber species in Great Britain
13:48MS1-09A: 2
D. Ridley-Ellis, S. H. Adams, S. A. LehnekeThinking beyond the usual strength grades - with examples of British spruce and larch
14:06MS1-09A: 3
A. Kovryga, P. Stapel, J.-W. van de KuilenOptimizing characteristic properties of visually graded soft- and hardwoods lamellas for the glulam production
14:24MS1-09A: 4
Properties and characteristics of traditional timber connections in Northeast Asia HS34
K. Fujita, E. Shin, J. NishihamaStructural characteristics of traditional Japanese column and penetrating beam joint
13:30MS1-11: 1
MATMS1 11
MoonJae Park
J. HwangStiffness on column-connecting beam joints of traditional wooden structure in Korea
13:48MS1-11: 2
X. Song, Y. Wu, X. Gu, L. LuoMechanical behavior of traditional Chinese wood-to-wood connections: a brief review
14:06MS1-11: 3
H. Tanahashi, Y. SuzukiStructural mechanisms and deformability of major types of traditional timber joints in Japan
14:24MS1-11: 4
S.-Y. Yeo, A. Kitamori, T. Aoyama, Y.-L. Chung, T. Mori, M.-F. Hsu, K. Komatsu, H. IsodaLateral shear performance of traditional Taiwanese timber column with half and full-penetrating beams
14:42MS1-11: 5
E. Saavedra Flores, K. Saavedra, J. Hinojosa, R. DasiProgressive damage modelling in cross-laminated timber structures by computational homogenisation and cohesive zone models (Extended Lecture)
13:30MS2-02A: 1
C. Jenkel, C. Gebhardt, M. KaliskeModelling of structural and material inhomogeneities in wood (Extended Lecture)
13:57MS2-02A: 2
R. A. Luimes, A. S. Suiker, H. L. Schellen, A. JorissenFracture behaviour of historic oak wood
14:24MS2-02A: 3
N. A. Phan, M. Chaplain, S. Morel, J.-L. CoureauCrack propagation in maritime pine beams under humidity variations: cohesive crack method
14:42MS2-02A: 4
Computational mechanics of wood and wood-based products
MAT COMMS2 02A BIG1
Josef Füssl
W. Winter, K. Tavoussi, A. Fadai, F. Riola Parada, I. PrasnjakDevelopment of prefabricated timber-steel-concrete ribbed decks
13:30MS2-03: 1
H. Kieslich, K. HolschemacherTransversal load sharing in timber-concrete floors - experimental and numerical investigations
13:48MS2-03: 2
A. Gerber, M. Popovski, T. TannertPerformance of timber-concrete composite floors using flat-plate engineered wood products
14:06MS2-03: 3
L. Zhou, Y. H. ChuiNumerical modelling of nail laminated timber-concrete composite floor system
14:24MS2-03: 4
Practice-oriented structural design of timber-concrete composite slab elements
MAT COMMS2 03 BIG2
Daia Zwicky
W. Seim, L. Eisenhut, S. KühlbornNumerical modeling of thermal-hygric effects on adhesive-bonded timber-concrete composites
14:42MS2-03: 5
A. TakanoWood in sustainable construction – a research and practice
14:06MS3-01: 3
Y. Goto, S. Hagy, H. WallbaumHygrothermal design of a prefabricated wooden façade module for school building renovation in Sweden C. Benedetti, J. Ratajczak, G. Pasetti MonizzaFrom education to information through research
14:42MS3-01: 5
Structural performance of materials HS47
V. A. Farajzadeh Moshtaghin, S. Franke, T. Keller, A. P. VassilopoulosThe statistical variability and length effects in the tensile transverse behavior of clear timber
13:30GS1-01A: 1
MATGS1 01A
Jan-Willem van de Kuilen
R. Tanaka, T. Watanabe, T. Sato, K. Suzuki, M. NaganoFundamental study on simple compression test and stress relaxation characteristics of wood
13:48GS1-01A: 2
J. P. Stringer, A. Dakin, D. FernandoThe use of flatwise structural properties in the design of timber-framed residential buildings
14:06GS1-01A: 3
H. Li, X. Xiong, Q. Zhang, M. Shao, X. Xiong, K. Wu, Y. Li, W. Zhou, Y. Yuan, Y. ZhangBending performance of laminated bamboo
14:24GS1-01A: 4
14:24MS3-01: 4
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1330 - 1500Time Table | Monday, August 22
49
TIM
E TA
BLE
From the Atacama desert to "Tierra del Fuego": recent developments in the Chilean timber industry
Acoustics in wooden building
Break1500 - 1510
B. Buchegger, H. Ferk, M. SchanzEffects of wave transformation in junctions of cross-laminated-timber
13:30MS3-04A: 1
A. Speranza, L. Barbaresi, F. MorandiExperimental analysis of flanking transmission of different connection systems for CLT panels
13:48MS3-04A: 2
HS16
COM A R CMS3 04A
Delphine Bard
J. Negreira, A. Sjöström, D. BardModelling guidelines for simulating low frequency vibroacoustic performance in wooden T-junctions
14:06MS3-04A: 3
J. Olsson, A. LinderholtLow frequency force to sound pressure transfer function measurements using a modified tapping machine on a light weight wooden joist floor
14:24MS3-04A: 4
O. Flodén, K. Persson, G. SandbergNumerical methods for predicting vibrations in multi-storey wood buildings
14:42MS3-04A: 5
M. P. Fernández, M. Menéndez-MiguélezHow environmental variables are related to shoot and foliage development and wood ring formation: an integrated analysis for functional-structural modeling purposes .
13:30MS3-05A: 1
H. Santa Maria, J. L. Almazan, J. Montaño, N. CaicedoTowards timber mid-rise buildings in Chile: structural design challenge and regulations gaps
13:48MS3-05A: 2
HS7
COM A R CMS3 05A
Waldo Bustamante
A. I. Opazo, F. Benedetti, J. RojasExperimental evaluation of the vibration serviceability of timber floor systems in Chilean social housing
14:06MS3-05A: 3
R. M. Garay, F. Pfenniger, R. Tapia, J. Larenas, W. FigueroaProject shelter and settlement
14:24MS3-05A: 4
Eurocode 5 - a halftime summary of the review process
A R C E N G
M. Kleinhenz, S. Winter, P. DietschEurocode 5 - a halftime summary of the revision process
13:30MS4-04: 1
MS4 04
P. DietschReinforcement of timber structures – a new section for Eurocode 5A. DiasTimber-concrete composites – a new part in Eurocode 5
14:06MS4-04: 3
A. LeijtenThe bearing strength capacity prediction by Eurocode 5 and other potential design code models
14:24MS4-04: 4
T. TorattiThe standardisation chain in Europe: material - design - execution
14:42MS4-04: 5
HS30
Stefan Winter
13:48MS4-04: 2
System level structural design of hybrid structures
A R C E N G
A. Polastri, C. Loss, L. Pozza, I. SmithCLT buildings laterally braced with core and perimeter walls
13:30MS4-05A: 1
MS4 05A
C. Goertz, C. Dickof, D. Ratzlaff, S. TesfamariamDesign and behaviour of a timber-steel core wall multi-storey hybrid building under seismic actionH. Mpidi Bita, N. Currie, T. TannertAssessment of disproportionate collapse for multi-storey cross-laminated timber buildings
14:06MS4-05A: 3
G. Fink, R. Jockwer, J. KöhlerReliability based design of timber structures - system focussed application
14:24MS4-05A: 4
HS23
Ian Smith
13:48MS4-05A: 2
Fire safety of structures made of timber and other bio-based products - COST Action FP1404
A R C E N G
L. Osborne, J. Su, C. DagenaisFull-scale fire test of a mass timber vertical shaft in support to tall wood buildings Canadian initiative (Extended Lecture)
13:30MS4-08A: 1
MS4 08A
J. Schmid, A. Santomaso, D. Brandon, U. Wickström, A. FrangiTimber under real fire conditions – the influence of oxygen content and air velocity on the charring behavior
14:24MS4-08A: 3
D. J. Lange, L. Boström, J. SchmidReliability of timber elements exposed to fire
14:42MS4-08A: 4
HS32
Massimo Fragiacomo
A. Bartlett, F. Wiesner, R. Hadden, L. Bisby, B. Lane, A. C. Lawrence, P. Palma, A. FrangiNeeds for total fire engineering of mass timber buildings (Extended Lecture)
13:57MS4-08A: 2
Seismic behavior of timber constructionA R C E N G
S. Shin, B. Lee, J. YoonSeismic design method for HanOk considering joint lateral rigidity using BIM
13:30MS4-09A: 1
MS4 09A
S. Yoshitomi, K. Mukaibo, H. Tanahashi, Y. SuzukiEarthquake response analysis of traditional timber gate of Higashi-honganji temple based on 3D analytical model
14:06MS4-09A: 3
E. Sato, K. Mukaibo, Y. SuzukiDevelopment and application of seismic reinforcement design method for traditional wooden houses in heavy-snow regions by taking advantage of structural features
14:24MS4-09A: 4
HS31
Naohito Kawai
H. Huang, T. Guo, P. Li, Z. SuniExperimental study on the seismic behaviour of traditional Chuan-Dou style wood frame
13:48MS4-09A: 2
K. Mukaibo, H. Tanahashi, S. Yoshitomi, Y. SuzukiiSeismic reinforcement for traditional timber gate utilizing external stairs
14:42MS4-09A: 5
Time Table | Monday, August 22 POSTER SESSIONS | 1510 - 1600
50 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Strength / gradingHS41
E. Correal-Mòdol, M. Vilches-Casals, P. Langbour, M.-F. Thevenon, J. Gérard, D. GuibalPhysico-mechanical properties, durability and treatability of Pinus Uncinata from the Pyrenees
PS1-01: 1
MATPS1 01
Thomas Bogensperger
D. F. Llana, G. Iñiguez-Gonzalez, E. Hermoso, V. Maynou, F. Arriaga Timber moisture content influence on non-destructive local measurements
PS1-01: 2
S. Ikogou, C. F. Pambou Nziengui1, R. Moutou Pitti, S. Ekomy AngoExperimental characterization of Gaboon species under cyclic compressive loading
PS1-01: 3
T. Takeda, Y. Hosoo, T. HashizumeEffects of tree height and diameter on mechanical properties of structural lumber sawn from Japanese larch selected plus trees
PS1-01: 4
Y. Kubojima, S. Sonoda, H. KatoPractical techniques for the vibration method with additional mass part 1: effect of crossers’ positions in longitudinal vibration
PS1-01: 5
O. M. González Mosquera, K. A. Nguyen Influence of density distribution on the mechanical efficiency of coconut stem green tissues
PS1-01: 7
S. Sonoda, Y. Kubojima, H. KatoPractical techniques for the vibration method with additional mass part 2: experimental study on the additional mass in longitudinal vibration test for timber measurement
PS1-01: 6
J. Crespo, J. R. Aira, C. Vázquez, A. Majano-Majano, M. GuaitaDetermination of the elastic constants in Eucalyptus globulus by ultrasound and mechanical tests
PS1-01: 8
ConnectionsHS50
R. Zhao, Z. Wang, H. Ren, H. Zhou, X. Xing, Y. ZhongFactors that affect bolted joints in Japanese larch glulam
PS1-02: 1
MATPS1 02
Pablo Guindos
G. Y. Jeong, S. S. LeeEffects of climate change on structural behavior of wood to wood connections
PS1-02: 2
C. Zhang, W.-S. Chang, R. HarrisInvestigation of thread configuration of self-tapping screws as reinforcement for dowel-type connection
PS1-02: 3
H. Castaneda, S. BjarnadottirExperimental study of the bolted connection of a bamboo composite I-shaped beam subjected to bendingK. Kobayashi, K. Hayashi, M. YasumuraCyclic bending properties of screws for prediction of fracture lifetime of the fasteners and joints
PS1-02: 5
T. Furuta, M. Nakao, T. MakitaStructural performance evaluation of new brace fastener with damping mechanism for wooden houses
PS1-02: 6
A. J. Mainey, B. P. Gilbert, H. Bailleres, S. Gunalan, M. Smith Mechanical and artificial improvement of nailplate connected timber truss joints
PS1-02: 7
E. Perria, M. Paradiso, M. Kessel, M. SiederCharacterization of the "halved and undersquinted scarf" carpentry connection
PS1-02: 8
L. Righetti, M. Corradi, A. BorriShear resistance of screwed timber connections with parallel to grain FRP reinforcements
PS1-02: 9
ModelingBIG1
MAT COMPS2 01
Sigurdur Ormarsson
I. Glišović, M. Pavlović, B. Stevanović, M. TodorovićNumerical modelling of glulam beams externally reinforced with CFRP plates
PS2-01: 1
K. Ostapska-Luczkowska, K. A. MaloNumerical model of threaded rod withdrawal from wood along the grain
PS2-01: 2
Y. Wu, X. Song, Y. Jiang, X. Gu, M. Wang Experimental and numerical study on longitudinally cracked wood beams retrofitted by self-tapping screws
PS2-01: 3
R. Regueira, V. Liñares, R. Lagaňa, M. GuaitaModeling of variation in the mechanical properties of beechwood at elevated temperatures using finite element method
PS2-01: 4
A. Homb, C. Guigou-Carter, K. Hagberg, H. SchmidFrequency spectra of typical European wooden joist constructions
PS2-01: 5
M. GerloffAn analytic solution for braced imperfect member of glued laminated timber
PS2-01: 6
Y. Hayasaki, N. Shojo, K. Miyoshi, A. Mori, Y. OhashiStudy on in-plane shear performance of a column with a spandrel wall
PS2-01: 7
L. Lieyanto, K.-U. Schober Anisotropic stress analysis of notches and holes in timber structures
PS2-01: 8
A. Vahedian, R. Shrestha, K. CrewsModelling the bond slip behaviour of FRP externally bonded to timber
PS2-01: 9
M. Oudjene, V.-D. Tran, E.-M. Meghlat, H. Ait-AiderNumerical models for self-tapping screws as reinforcement of timber structures and joints
PS2-01: 10
Historic / repairHS21
COM A R CPS3 01
Richard Harris
J. Cho, B. Lee, J. YoonDevelopment of parametric libraries for BIM of Korean traditional wooden structure (HanOk)
PS3-01: 1
H. Sato, M. Koshihara, T. Miyake, I. KawajiriStructural performance of traditional timber through column of townhouse in Japan
PS3-01: 2
S.-C. Kim, J. Choi, H. Jang Study regarding species identification for Royal Palace of Korea -focused on Changdeokgung Palace-
PS3-01: 3
F. Scharmacher, K.-U. Schober, N. Almstedt, M. BöttgesStandard repair details for historic roof structures accounting support damage and mounting situation
PS3-01: 4
C. Bertolini-Cestari, G. Brino, L. Cestari, A. Crivellaro, T. Marzi, O. Pignatelli, S. Rolla, A. ViolanteHidden historic structures belonging to cultural heritage: the timber roof of Porta Nuova railway station in Torino
PS3-01: 5
K. Ogawa, Y. Sasaki, M. YamasakiMoment capacity of traditional Japanese mortise and tenon joint under repeated loading
PS3-01: 6
M. Riggio, T. TannertStructural assessment: diagnosis, before intervention!
PS3-01: 7
A. Mori, C. Tabata, Y. Hayasaki, N. Shojo, K. Miyoshi, Y. Ohashi Research on the transition of wooden construction method for houses in Japan - on Kanto region -
PS3-01: 8
K.-B. Shim, J.-S. Park, K.-M. Kim, S.-J. Lee, M.-J. ParkDesign concepts of timber house by lessons learnt from traditional Korean timber house, Hanok
PS3-01: 9
Y. Fujiwara, Y. Fujii, K. Mukaibo, Y. SuzukiCharacteristics of biodegradation found in roof structure of wooden historical buildings
PS3-01: 10
PS1-02: 4
POSTER SESSIONS | 1510 - 1600Time Table | Monday, August 22
TIME TABLE | Poster Sessions 51
TIM
E TA
BLE
Structures / codesA R C E N G
PS4 01
MixedA R C E N G
PS4 02
Market / realizationE N G I M P
PS5 01
BIG2
J. R. Loferski, J. B. Showalter, J. BouldinDevelopment and implementation of a prescriptive guide for the construction of residential decks in the USA
PS4-01: 1
Kamyar Tavoussi
D. D. Boyadzhieva, K. FijitaOn the design of timber elements according to building codes of Europe, Russia and Japan
PS4-01: 2
J. P. England, B. Iskra Australian building code change - 8 storey timber residential and office buildings
PS4-01: 3
S. Takanashi, K. Ohdo, H. Takahashi, Y. Sakamak, N. Michiba, K. Kagawa, Y. OhashiStudy on the relationship between damage and residual strength of wooden house built according to Japanese old standard
PS4-01: 4
H. Honda, S. ArakiApplied method and estimation of durable years for modern timber bridges
PS4-01: 5
HS47
Alireza Fadai
HS7
Manfred Augustin
A. Simon, J. KochThe new generation of timber bridges - durable by protection
PS4-01: 6
L. Velebil, R. Zeleny, J. Vcelak, M. Dvorak, P. Kuklik, M. Terebesyova, M. OlbrichOptical fibre sensors as a potential solution for monitoring wooden structures
PS4-01: 7
H. Xiong, L. Ouyang, Y. Wu, S. Lu Preliminary design of a novel hybrid tall building with concrete frame-tube and light wood boxes
PS4-01: 8
L. A. Marcolin, C. Calil JuniorStrength classes for Brazilian representative species
PS4-01: 9
M. J. Bather, D. Ridley-Ellis, D. Gil-MorenoCombining of results from visual inspection, non-destructive testing and semi-destructive testing to predict the mechanical properties of western hemlock
PS4-01: 10
K. Kohara, M. Inada, K. Hoshiai, M. Tabata, M. Fukumoto, K. Komoto, M. TakimotoA study on portal frame structure with combined column for timber building
PS4-02: 1
T.-L. Hsu, F.-C. Chang, M.-T. Tsai, T.-D.-H. LeStudy on performance of timber-steel composite beams with different shape of steel component
PS4-02: 2
R. Frangez, B. Ber, M. PremrovExperimental and numerical investigations of timber-glass shear walls
PS4-02: 3
M. Držečnik, M. Premrov, A. ŠtrukeljAdvantages and disadvantages of timber glass composite beams
PS4-02: 4
N. Keipour, H. Valipour, M. BradfordSteel-timber versus steel-concrete composite floors: a numerical study
PS4-02: 5
C. Hein, L. Kaluzni, B. TwohigTimber-Concrete-Composite slabs – research for optimisation
PS4-02: 6
F. Icimoto, F. S. Ferro, C. Calil JuniorGlulam sleepers composites for use in Brazilian railways
PS4-02: 7
K. Uchimura, S. Shioya, T. Hira An innovative hybrid timber structure in Japan: experiments on the long term behavior in beam
PS4-02: 8
Y. Yamazaki, H. Sakata, S. Hiyama, S. Sawada, D. WuExperimental study on dynamic behavior of wooden horizontal hybrid structure
PS4-02: 9
C. Calil Neto, R. Fujii, A. TakataGlued laminated timber in Brazil: past - present and future
PS5-01: 1
Y.-S. Chang, S.-J. Lee, S. Kim, C.-D. Eom, Y. Park, K.-B. Shim, M.-J. Park, H. YeoEstimation of carbon emission factor and carbon stock of domestic wood products in Korea
PS5-01: 2
M. Kuittinen Low-carbon refugee shelters from wood - case studies, possibilities and global impacts
PS5-01: 3
A. M. Stüpp, R. F. Terezo, T. O. Rosa, C. B. Bourscheid, C. A. d. P. SampaioEvaluation and comparison of parica wood for structural purposes
PS5-01: 4
S. Bjarnadottir, Y. Li, M. G. Stewart, O. ReynissonEconomic viability of adaptation for timber distribution poles considering climate change
PS5-01: 5
R. LoosIts magic, or is it...five timber projects in one year
PS5-01: 6
S. K. le Roux, F. Bannier, E. Bossanne, M. StieglmeierInvestigating the interaction of building information modelling and lean construction in the timber industry
PS5-01: 7
L. d. R. Espindola, A. Ino Production of wood light frame construction in Brazil
PS5-01: 8
W. Grenzfurtner, G. ManfredApplication of failure mode and effects analysis in the industrial housebuilding industry
PS5-01: 9
Poster Discussion & Coffee Break1600 - 1700
Time Table | Monday, August 22
52 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
D. Moroder, F. Sarti, T. Smith, S. Pampanin, A. BuchananThe influence of diaphragm stiffness on the dynamic behaviour of multi-storey timber buildings (Extended Lecture)
17:00MS4-09: 1
B. Östman, D. BrandonFire safety engineering - opportunities and challenges for timber buildings (Extended Lecture)
17:00MS4-08: 1
COMPANY & EXTENDED LECTURES | 1630 - 1755
Joints in timber structures - Characterization and structural design Festive Hall
K. A. Malo, H. StamatopoulosConnections with threaded rods in moment resisting frames (Extended Lecture)
17:00MS1-03: 1
MATMS1 03
Roberto Crocetti
R. BrandnerGroup action of axially-loaded screws in the narrow face of cross laminated timber (Extended Lecture)
17:28MS1-03: 2
Modified wood as building material forsustainable constructions HS21
M. D. Burnard, M. J. Schwarzkopf, A. KutnarInterdisciplinary approaches to developing wood modification processes for sustainable building and beyond – InnoRenew CoE (Extended Lecture)
17:00MS1-04: 1
MATMS1 04
Alexander Petutschnigg
G. Kain, B. Lienbacher, M. C. Barbu, B. Plank, K. Richter, A. PetutschniggTree bark insulation panels for special purpose insulation: evaluation and discrete modeling of structure property relationships (Extended Lecture)
17:28MS1-04: 2
Computational mechanics of wood and wood-based products BIG1
S. Fortino, P. Hradil, A. Genoese, A. Genoese, A. Pousette, P.-A. FjellströmA multi-Fickian hygro-thermal model for timber bridge elements under Northern Europe climates (Extended Lecture)
17:00MS2-02: 1
MAT COMMS2 02
Josef Eberhardsteiner
M. Hu, A. Briggert, A. Olsson, M. Johansson, J. Oscarsson, H. SällThree dimensional growth layer geometry and fibre orientation around knots – a laboratory investigation (Extended Lecture)
17:28MS2-02: 2
From the Atacama desert to "Tierra del Fuego": recent developments in the Chilean timber industry HS7
J. J. UgarteUsing the delta model to tranform Chilean timber construction industry (Extended Lecture)
17:00MS3-05: 1
COM A R CMS3 05
Cecilia Poblete
M. HurtadoIEE index of eficiency of structures, m3 wood / m2 construction, 12 own case sutudies (Extended Lecture)
17:28MS3-05: 2
Fire safety of structures made of timber and other bio-based products - COST Action FP1404 AudiMax
A R C E N GMS4 08
Joachim Schmid
X. Zhang, J. Mehaffey, G. HadjisophocleousComparison of life risks due to fire in mid- and high-rise, combustible and non-combustible office buildings (Extended Lecture)
17:28MS4-08: 2
Seismic behavior of timber constructionBIG2
A R C E N GMS4 09
Ario Ceccotti
J. Hummel, W. SeimPerformance-based design as a tool to evaluate behavior factors for multi-storey timber buildings (Extended Lecture)
17:28MS4-09: 2
16:30 Sponsor Collano
16:35 Sponsor FunderMax
16:40 Sponsor MADEexpo
16:45 Sponsor SPAX
COMPANY PRESENTATIONS1630 - 1650
16:30 Sponsor Fermacell
16:35 Sponsor Isocell
16:40 Sponsor Rubner Holzbau
16:45 Sponsor TiComTec
AudiMax Festive Hall
EXTENDED LECTURES1700 - 1755
HugoKarre
GeorgBinder
EXTENDED LECTURES | 1755 - 1850 Time Table | Monday, August 22
TIME TABLE | Extended Lectures 53
TIM
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Current progress in adhesive bondingof solid wood HS21
F. A. Kamke, P. McKinley, D. J. Ching, M. Zauner, C. Hammerquist, J. NairnInfluence of microstructure on adhesive penetration and bond performance (Extended Lecture)
17:55MS1-05: 1
MATMS1 05
Hendrikus W. G. van Herwijnen
M. J. Birkeland, C. R. FrihartFrom the lab to commercial reality with biobased adhesives for wood (Extended Lecture)
18:23MS1-05: 2
Hardwood in structural engineeringFestive Hall
T. Ehrhart, G. Fink, R. Steiger, A. FrangiExperimental investigation of tensile strength and stiffness indicators regarding European beech timber (Extended Lecture)
17:55MS1-07: 1
MATMS1 07
Steffen Franke
G. Jeitler, M. Augustin, G. SchickhoferMechanical properties of glued laminated timber and cross laminated timber produced with the wood species birch (Extended Lecture)
18:23MS1-07: 2
P. Sejkot, P. Kuklik, S. Ormarsson, P. Patlakas, R. Jára, J. PoštaNumerical simulations of timber connections with angle brackets subjected to external loading (Extended Lecture)
17:55MS2-01: 1
G. Hochreiner, C. Riedl, M. Schweigler, T. K. Bader, J. EberhardsteinerMatrix failure of multi-dowel type connections – engineering modelling and parameter study (Extended Lecture)
18:23MS2-01: 2
Computational modeling of joints in timber structures BIG1
MAT COMMS2 01
Thomas K. Bader
Seismic design and behaviour of innovative timber systems
A R C E N G
Y. Araki, T. Nakagawa, N. Kawai, H. IsodaResearch outline of seismic standard development for CLT construction in Japan (Extended Lecture)
17:55MS4-01: 1
MS4 01
M. Follesa, M. Fragiacomo, D. Casagrande, R. Tomasi, M. Piazza, D. Vassallo, S. RossiThe new version of Chapter 8 of Eurocode 8 (Extended Lecture)
18:23MS4-01: 2
AudiMax
Massimo Fragiacomo
Mixed, composite & hybrid structureA R C E N G
W. Winter, K. Tavoussi, F. Riola Parada, A. BradleyTimber-steel hybrid beams for multi-storey buildings: final report (Extended Lecture)
17:55MS4-10: 1
MS4 10
R. Hough, B. Basaglia, S. PasseriniDesign and construction of a novel stacked glulam wall structure (Extended Lecture)
18:23MS4-10: 2
BIG2
Keith Crew
Welcome Cocktail | Arcade Court1900
P. MoonenCarbon, construction and COP 21 – guideline for engineers to position wood in the post-COP 21 era to address global climate change (Extended Lecture)
17:55GS5-03: 1
K. KimuraDebut "Timber City” to the world - KES® system × fire-proof technology “COOL WOOD®” (Extended Lecture)
18:23GS5-03: 2
Best practice examplesHS7GS5 03
Alireza FadaiE N G I M P
54
Time Table | Tuesday, August 23 PARALLEL SESSIONS | 0830 - 1000
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Joints in timber structures - Characterization and structural design HS50
M. Cepelka, K. A. MaloExperimental study of end grain effects in timber joints under uniaxial compression load
08:30MS1-03B: 1
MATMS1 03B
Michael Dorn
C. Winkler, U. SchwarzCharacterization of adhesively bonded wood structures by electrical modification of the bonding system
08:48MS1-03B: 2
M. Trautz, C. Koj, H. UchtmannLoad bearing behaviour of self-tapping screws in laser-drilled guideholes
09:06MS1-03B: 3
C. Sigrist, P. Zock New connections suitable for robotic assembly of complex timber structures
09:24MS1-03B: 4
J. Kunecký, H. Hasníková, M. Kloiber, P. Fajman Half lap scarf joint with inclined faces and wooden dowels: research and designs
09:42MS1-03B: 5
Modified wood as building material for sustainable constructions HS47
P. Tukiainen, M. HughesThe fracture properties of thermally modified spruce
08:30MS1-04A: 1
MATMS1 04A
Andreja Kutnar
R. Herrera Diaz, A. Arrese, J. Labidi, R. Llano-PonteDynamic evolution of physical-mechanical properties of heat-treated wood exposed to weathering conditions
08:48MS1-04A: 2
B. Lesar, M. Humar, D. Kržišnik, N. Thaler, M. ŽlahtičPerformance of façade elements made of five different thermally modified wood species on model house in Ljubljana
09:06MS1-04A: 3
A. Ugovšek, B. Šubic, G. Rep, M. Humar, B. Lesar, N. Thaler, C. Brischke, D. Jones, J. I. Lozano Performance of windows and facade elements made of thermally modifed Norway spruce (Picea abies) in different climatic conditions
09:24MS1-04A: 4
R. M. Rowell Acetylated wood: a stable and durable structural building material
09:42MS1-04A: 5
Hardwood in structural engineeringHS41
P. Schlotzhauer, F. Wilhelms, C. Lux, S. BollmusMachine grain angle determination on spruce, beech and oak lumber for construction use
08:30MS1-07B: 1
MATMS1 07B
Gerhard Fink
M. Togni, A. Cavalli, D. Cibecchini, G. GoliFirst strength grading, physical and mechanical tests on Turkey oak beams for structural use
08:48MS1-07B: 2
V.-D. Tran, M. Oudjene, P.-J. MéausoonePerformance of oak timber in glued structural elements and joints
09:06MS1-07B: 3
G. Ravenshorst, N. Gamper, P. de Vries, J.-W. van de Kuilen Determination of the shear strength of tropical hardwood timber
09:24MS1-07B: 4
A. J. Lara-Bocanegra, A. Majano-Majano, J. Crespo, M. Guaita Finger-joint performance in engineered laminated products made of Eucalyptus globulus
09:42MS1-07B: 5
D. Konopka, M. KaliskeHygro-mechanical FE-analysis of wooden structures: implementation and application of reliable moisture transport models
08:30MS2-02B: 1
P. Hradil, S. Fortino, L. Salokangas, A. Musci, G. MetelliEffect of moisture induced stresses on the mechanical performance of glulam beams of Vihantasalmi bridge
08:48MS2-02B: 2
S. Ormarsson, J. Vessby, B. Källsner, I. FilchevNumerical analysis of failure modes and force distribution in a pitched roof structure of wood
09:06MS2-02B: 3
H. Petersson, B. Källsner, S. OrmarssonStrength grading of structural timber based on buckling analysis and scanning techniques A. d. M. Wahrhaftig, S. F. César, R. M. L. R. F. BrasilStability of a wood column composite section with creep determined by a three parameters model
09:42MS2-02B: 5
Computational mechanics of wood and wood-based products BIG1
MAT COMMS2 02B
Markus Lukacevic
S. Ablorh, J. Van den Bulcke, E. Botter, J. Van Acker, D. Garoz, W. Van PaepegemSimulating the behaviour of historical valuable timber structures: a case study on wooden mills
08:30GS2-01A: 1
D. Rammer, J. Wacker, T. Hosteng, J. Dahlberg, Y. DengField testing and structural analysis of burr arch covered bridges in Pennsylvania
08:48GS2-01A: 2
E. Sorin, F. Lanata, C. BoudaudBehaviour of timber structures under variable environment through long-term monitoring
09:06GS2-01A: 3
N. Labonnote, J. Haddal Mork, S. Hillersøy Dyvik, M. Nilsen, A. Rønnquist, B. ManumExperimental and numerical study of the structural performance of a timber gridshell
09:24GS2-01A: 4
M. Oppel, M. Jahreis, K. RautenstrauchNon-linear load bearing behavior of girder-supported timber shells
09:42GS2-01A: 5
Modeling of structuresBIG2
MAT COMGS2 01A
Eric Landis
Aspects on the forest resource wood and the conversion process to building materials HS48
R. Maderebner, M. Flach, A. Teischinger, M. BacherInfluences of the growing area on the visual, physical and mechanical parameters based on the example of wood from alpine regions
08:30MS1-09B: 1
MATMS1 09B
Alfred Teischinger
U. Müller, O. Vay, A. Martinez Conde, S. Frybort, T. Krenke, J. Konnerth, A. TeischingerConverting wood into timber and particles - new approaches
08:48MS1-09B: 2
S. Kühle, A. Teischinger, M. GronaltStructure analysis of a production network by means of quality function development and value stream mapping
09:06MS1-09B: 3
V. Auer, M. Zscheile, B. Engler, P. Haller, J. Hartig, J. Wehsener, K. Husmann, J. Erler, V. Thole, T. Schulz, E. Hesse, N. Rüther, A. Himsel BIOECONOMY CLUSTER: resource efficient creation of value from beech wood to bio-based building materials
09:24MS1-09B: 4
09:24MS2-02B: 4
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 0830 - 1000Time Table | Tuesday, August 23
55
TIM
E TA
BLE
Acoustics in wooden building
A.-M. Kaila, E. Jansson, L. RautkariCladding boards in wooden facades: selection of wood species, cutting direction, thickness .
08:30MS3-03A: 1
M. B. Öhman, K. Sandberg, A. PousetteDimensional stability in four different wooden facade claddings
08:48MS3-03A: 2
HS7
COM A R CMS3 03A
Matti KairiWooden facade
A. Tietze, S. Boulet, S. Ott, S. WinterConsideration of disturbances and deficiencies in the moisture safety design of tall timber facades
09:06MS3-03A: 3
Seismic behavior of timber constructionA R C E N G
R. Steiger, G. Feltrin, F. Weber, S. Nerbano, M. MotavalliOn-site dynamic testing of a light-frame timber building
08:30MS4-09B: 1
MS4 09B
D. I. Dima, A. DutuTraditional buildings with timber frame and various infills in Romania
09:06MS4-09B: 2
R. Scotta, D. Trutalli, L. Marchi, L. PozzaEffects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings
09:24MS4-09B: 3
HS31
James Daniel Dolan
A. Viskovic, D. Radogna, M. C. Forlani, M. RomanoUse of timber elements for reinforced concrete buildings seismic retrofitting and comfort rehabilitation
09:42MS4-09B: 4
Tall buildings - case studiesE N G I M P
MS5 06A HS34
Maurizio Piazza
A. C. Lawrence, J. Lauppe, T. SnelsonThree steps to make timber a standard material for multi-storey buildings
08:30MS5-06A: 1
D. BarberFire safety engineering of tall timber buildings in the USA
08:48MS5-06A: 2
A. BernasconiFour residential towers as CLT timber construction in the city of Milan
09:06MS5-06A: 3
I. Lukacs, A. Björnfot, T. Tsalkatidis, R. TomasiStructural redundancy in cross-laminated timber buildings
09:24MS5-06A: 4
J. Hummel, W. SeimAssessment of dynamic characteristics of multi-storey timber buildings
09:42MS5-06A: 5
System level structural design of hybrid structures
A R C E N G
J. NairnMechanical properties of cross-laminated timber accounting for non-bonded edges and additional cracks
08:30MS4-05B: 1
MS4 05B
M. Follesa, M. FragiacomoSeismic design of mixed CLT/light frame multi-storey buildings
08:48MS4-05B: 2
C. Hein, L. Kaluzni, W.-S. Chang, B. TwohigGlobal stability of high-rise timber buildings
09:06MS4-05B: 3
B. Zhang, M. Cullen, T. KilpatrickModal frequencies and shapes for vibrations of two-span continuous timber flooring systems
09:24MS4-05B: 4
HS23
Ian Smith
Seismic performance and standardization of CLT building structures
A R C E N G
M. Shahnewaz, T. Tannert, M. S. Alam, M. PopovskiIn-plane stiffness of CLT panels with and without openings
08:30MS4-07A: 1
MS4 07A
C. Málaga-Chuquitaype, J. Skinner, A. Dowdall, J. KernohanResponse of CLT shear walls under cyclic loads
08:48MS4-07A: 2
HS30
Naohito Kawai
H. Reichelt, U. Gerhaher, S. Wiederin, R. MaderebnerCharacteristics of acoustic layers for structural design of timber constructions .
08:30MS3-04B: 1
Å. Bolmsvik, A. Linderholt, S. Ormarsson, A. Vercruysse, S. StenbergVibration distribution due to continuous, intermittent or half embedded elastomer connections in wooden constructions
08:48MS3-04B: 2
HS16COM A R C
MS3 04B
Delphine Bard
N.-G. Vardaxis, K. Hagberg, D. BardFinite element modeling for vibration transmission in a cross laminated timber structure .
09:06MS3-04B: 3
D. Bard, C. Guigou-Carter, C. Coguenanff, J. Negreira Silent timber build – development of low frequency vibroacoustic prediction tools for lightweight wooden construction
09:24MS3-04B: 4
Coffee Break1000 - 1030
Fire safety of structures made of timber and other bio-based products - COST Action FP1404
A R C E N G
M. Tiso, A. JustBehaviour of insulation materials in timber frame assemblies exposed to fire
08:30MS4-08B: 1
MS4 08B
D. Hopkin, J. Schmid, K. FriquinTimber structures subject to non-standard fire exposure – advances & challenges
08:48MS4-08B: 2
A. Bartlett, R. Hadden, L. Bisby, B. LaneAuto-extinction of engineered timber as a design methodology
09:06MS4-08B: 3
M. Klippel, L. Boccadoro, E. Klingsch, A. FrangiFire tests on timber-concrete composite slabs using beech laminated veneer lumber
09:24MS4-08B: 4
HS32
Luke Alexander Bisby
M. Alam, G. Hadjisophocleous, J. ErochkoPerformance of timber-to-steel bolted connections exposed to fire
09:42MS4-08B: 5
56
Time Table | Tuesday, August 23 PARALLEL SESSIONS | 1030 - 1200
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Innovative wood construction and materials at the ETH house of natural resources HS48
J. Ogrizovic, F. Wanninger, A. FrangiPost-tensioned timber frames at the ETH house of natural resources
10:30MS1-01: 1
MATMS1 01
Andrea Frangi
L. Boccadoro, S. Zweidler, A. FrangiTimber-concrete composite slabs made of beech laminated veneer lumber
10:48MS1-01: 2
C. Leyder, A. Frangi, E. ChatziModal vibration testing of an innovative timber structure
11:06MS1-01: 3
H. Guo, B. Michen, I. Burgert An almost transparent inorganic coating for protection of wooden facades against weathering
11:24MS1-01: 4
C. Vailati, I. Burgert, M. Rüggeberg Wooden bilayers for innovative climate adaptive shading and tracking systems
11:42MS1-01: 5
Joints in timber structures - Characterization and structural design HS50
S. Novis, J. Jacks, P. QuennevillePredicting the resistance and displacement of timber bolted connections
10:30MS1-03C: 1
MATMS1 03C
Thomas K. Bader
A. Misconel, M. Ballerini, J.-W. van de KuilenSteel-to-timber joints of beech-LVL with very high strength steel dowels
10:48MS1-03C: 2
M. Wang, X. Song, X. Gu, Y. WuMechanical behavior of bolted glulam beam-to-column connections with slotted-in steel plates under pure bending
11:06MS1-03C: 3
A. Lokaj, K. KlajmonováComments to round timber bolted joints
11:24MS1-03C: 4
L.-M. Ottenhaus, M. Li, T. Smith, P. Quenneville Ductility and overstrength of dowelled LVL and CLT connections under cyclic loading
11:42MS1-03C: 5
Modified wood as building material for sustainable constructions HS47
P. v. d. Lugt, F. Bongers, J. VogtländerEnvironmental impact of constructions made of acetylated wood
10:30MS1-04B: 1
MATMS1 04B
Arijit Sinha
L. Blomqvist, A. Pfriem, J. JohanssonTemporary buildings in reusable lightweight material design
10:48MS1-04B: 2
G. Berger, M. C. Barbu, H. Huber, J. Berger, G. SchwarzmannApplying biomimicry in lightweight wood panel development
11:06MS1-04B: 3
A. J. P. d. Silva, F. A. R. Lahr, J. D. Azevedo, N. S. C. Mafra, G. M. e S. d. AlmeidaPanel of strand lumber composite of sugarcane bagasse and plywood
11:24MS1-04B: 4
E. M. Tudor, M. C. Barbu, A. Petutschnigg, R. Réh Thin wear layers of tree bark as a substitute for cork in flooring tiles
11:42MS1-04B: 5
G. Kandler, M. Lukacevic, J. FüsslFrom the knot morphology of individual timber boards to the mechanical properties of glued laminated timber
10:30MS2-02C: 1
M. Li, J. Füssl, M. Lukacevic, J. Eberhardsteiner, C. M. MartinA numerical limit analysis approach for predicting strength of clearwood
10:48MS2-02C: 2
M. Lukacevic, J. Füssl, J. EberhardsteinerA numerical approach to describe failure of wood - from the wood cell level up to wood-based products
11:06MS2-02C: 3
J. Füssl, M. Li, M. Lukacevic, J. Eberhardsteiner, C. M. MartinThree different methods to predict the strength behaviour of clear wood - a performance comparison and basis for a combined approach
11:24MS2-02C: 4
A. Briggert, M. Hu, A. Olsson, J. OscarssonEvaluation of three dimensional fibre orientation in Norway spruce using a laboratory laser scanner
11:42MS2-02C: 5
Computational mechanics of wood and wood-based products BIG1
MAT COMMS2 02C
Anders Olsson
B. Forsthuber, M. Ecker, G. GrüllPrediction of colour development of coated wood surfaces during weathering and maintenance
10:30MS3-03B: 1
L. R. Gobakken, O. Høibø, G. Vestøl, T. Thiis, I. BurudWeathered wood in building façades – influencing factors and aesthetical aspects
10:48MS3-03B: 2
Wooden facade HS7
COM A R CMS3 03B
Matti Kairi
K. Gradeci, N. Labonnote, B. Time, J. KöhlerA proposed probabilistic-based design methodology for predicting mould occurrence in timber façades
11:06MS3-03B: 3
E. Gasparri, G. Giunta, E. Mazzucchelli, A. LucchiniPrefabricated CLT façade systems for fast-track construction and quality assurance
11:24 MS3-03B: 4
Industrialization of the wood chainHS41
G. Silly, A. Thiel, M. AugustinOptions for the resource optimised production of laminar load carrying members based on wood products
10:30GS1-04: 1
MATGS1 04
Raimund Mauritz
T. Tsuchimoto, K. Yanaga, K. Harada, K. Fujita, M. Okabe, T. NakagawaStudies on development of axtial materials recycled from wood waste of wood houses
10:48GS1-04: 2
A. Teischinger, J. Kalcher, E. Salzger, G. Praxmarer, M. VanekGeneral systematic for a design for recycling-guideline for wooden windows and wood aluminium windows
11:06GS1-04: 3
F. Pittau, L. E. Malighetti, G. Masera, G. Iannaccone A new modular preassembled timber panel for the energy retrofit of the housing stock
11:24GS1-04: 4
J. R. Jayamon, F. Charney, F. X. Flores, P. LineInfluence of wall load-displacement shape on seismic performance of wood-frame shear wall structures
10:30GS2-01B: 1
T. Vogt, W. SeimLocal effects of timber-framed shear walls - data acquisition and modelling
10:48GS2-01B: 2
J. R. Jayamon, F. Charney, P. LineEvaluation of damping in wood-frame shear wall buildings
11:06GS2-01B: 3
E. Ussher, J. Weckendorf, I. SmithVibration response modelling of cross laminated timber slabs
11:24GS2-01B: 4
S. Facchini, J. Hartig, P. HallerExperimental and numerical investigations on a moulded wooden tube made of beech exposed to lateral vehicle impact
11:42GS2-01B: 5
Modeling of structuresBIG2
MAT COMGS2 01B
John Nairn
S. Pei, A. Khavari, P. C. Tabares-Velasco, S. ZhaoComparative energy consumption study on tall cross laminated timber building for U.S. climates
10:30GS3-02: 1
J. Ratajczak, D. García, A. Polastri, G. Pernigotto, A. Prada, M. Baratieri, A. Gasparella, C. BenedettiTimber buildings with enhanced energy and seismic performance for the Mediterranean region
10:48GS3-02: 2
Building physics and building skinsHS16
COM A R CGS3 02
Waldo Bustamante
J. Wang, E. Karsh, G. Finch, M. ChengField measurement of vertical movement and roof moisture performance of the wood innovation and design centre
11:06GS3-02: 3
J. Bachinger, B. Nusser, J. Bednar, M. TeibingerInfluence of an unvented air cavity at the cold side of the insulation in sun exposed wooden flat roofs
11:24 GS3-02: 4
S. Günther, A. Ringhofer, G. SchickhoferExternal thermal insulation composite systems in solid timber construction
11:42 GS3-02: 5
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1030 - 1200Time Table | Tuesday, August 23
57
TIM
E TA
BLE
Seismic performance and standardization of CLT building structures HS30
A R C E N GMS4 07B
Naohito Kawai
N. Kawai, T. Miyake, M. Yasumura, H. Isoda, M. Koshihara, S. Nakajima, Y. Araki, T. Nakagawa, M. SatoFull scale shake table tests on five story and three story CLT building structures
10:30MS4-07B: 1
M. Sato, N. Kawai, T. Miyake, M. Yasumura, H. Isoda, M. Koshihara, S. Nakajima, Y. Araki, T. NakagawaStructural design of five-story and three-story specimen of the shaking table test
10:48MS4-07B: 2
S. Breneman, E. McDonnell, R. ZimmermanAn approach to CLT diaphragm modeling for seismic design with application to a U.S. high-rise project
11:06MS4-07B: 3
H. Watanabe, T. Miyake, K. Matsumoto, T. Tsuchimoto, H. Isoda, N. Kawai, M. YasumuraSeismic design cases of CLT buildings in Japan after 2014
11:24MS4-07B: 4
Fire safety of structures made of timber and other bio-based products - COST Action FP1404 HS32
A R C E N GMS4 08C
Birgit A-L Östman
X. Li, C. McGregor, A. Medina, X. Sun, D. Barber, G. HadjisophocleousReal-scale fire tests on timber constructions
10:30MS4-08C: 1
D. Barber, R. Crielaard, X. LiTowards fire safe design of exposed timber in tall timber buildings
10:48MS4-08C: 2
K. Calder, P. SenezThe key modes of fire spread in wood-framed apartment buildings – a Canadian perspective
11:06MS4-08C: 3
Y. Hasemi, N. Itagaki, T. YamaguchiDevelopment of wood-based fireproof buildings in Japan
11:24MS4-08C: 4
L. E. Hasburgh, K. J. Bourne, C. Dagenais, L. Osborne, A. Roy-PoirierFire performance of mass-timber encapsulation methods and the effect of encapsulation on char rate of cross-laminated timber
11:42MS4-08C: 5
Seismic behavior of timber constructionHS31
A R C E N GMS4 09C
Andy Buchanan
P. Dechent, G. C. Giuliano, J. D. Dolan, R. Silva, J. Crempien, J. Matamala, G. AcuñaDevelopment of a simplified design seismic-resistant method for timber multi story buildings
10:30MS4-09C: 1
C. Bedon, G. Rinaldin, M. Fragiacomo, S. NoèFinite element assessment of the seismic performance of three dimensional Blockhaus buildings
10:48MS4-09C: 2
G. Tamagnone, G. Rinaldin, M. FragiacomoA simplified non-linear procedure for seismic design of CLT wall systems
11:06MS4-09C: 3
D. A. Talledo, L. Pozza, A. Saetta, M. SavoiaCoupled shear-tension numerical model for modelling of CLT connections
11:24MS4-09C: 4
Mixed, composite & hybrid structuresHS23
A R C E N GMS4 10A
Keith Crews
S. Monteiro, A. Dias, S. LopesNew guidelines for design of timber-concrete systems for point and line loads (Extended Lecture)
10:30MS4-10A: 1
L. Hu, S. Cuerrier-Auclair, Y. H. Chui, R. Ramzi, S. Gagnon, M. Mohammad, C. Ni, M. PopovskiDesign method for controlling vibrations of wood-concrete composite floors systems (Extended Lecture)
10:57MS4-10A: 2
C. Uí Chúláin, K. Sikora, A. M. HarteInfluence of connection systems on serviceability response of CLT timber flooring
11:24MS4-10A: 3
P. Kuklik, A. Kuklíková, A. GregorováTimber-concrete composite structures with mechanical connection systems
11:42MS4-10A: 4
Tall buildings - case studiesHS34
E N G I M PMS5 06B
Roberto Tomasi
E. Poirier, M. Moudgil, A. Fallahi, S. Staub-French, T. TannertDesign and construction of a 53-meter-tall timber building at the University of British Columbia
10:30MS5-06B: 1
T. Harley, G. White, A. Dowdall, J. Bawcombe, A. McRobie, R. SteinkeDalston Lane - the world’s tallest CLT building
10:48MS5-06B: 2
M. Mohammad, R. Jones, E. KaracabeyliNew heights in building with wood: Canada’s tall wood buildings demonstration initiative
11:06MS5-06B: 3
D. Vassallo, M. Follesa, M. FragiacomoSeismic design of a six-storey CLT building in Florence, Italy
11:24MS5-06B: 4
A. Polastri, I. Giongo, S. Pacchioli, M. PiazzaStructural analysis of CLT multi-storey buildings assembled with the innovative X-RAD connection system: case-study of a tall-building
11:42MS5-06B: 5
Lunch Break1200 - 1330
58
Time Table | Tuesday, August 23 PARALLEL SESSIONS | 1330 - 1500
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Joints in timber structures - Characterization and structural design HS50
H. Danielsson, R. Crocetti, P. J. Gustafsson, E. SerranoBrittle failure modes in nailed steel plate connections
13:30MS1-03D: 1
MATMS1 03D
Erik Serrano
J. Munch-Andersen, S. SvenssonAccurate strength parameters for fasteners with examples for ring shank nails
13:48MS1-03D: 2
D. Casagrande, A. Polastri, T. Sartori, C. Loss, M. ChiodegaExperimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings
14:06MS1-03D: 3
U. Mahlknecht, R. Brandner, M. Augustin Block shear failure mode of axially loaded groups of screws
14:24MS1-03D: 4
C. Koj, M. TrautzLong-term behaviour of timber connections with self-tapping screws in outdoor climate
14:42MS1-03D: 5
Modified wood as building material for sustainable constructions HS47
R. Moutou Pitti, S. E. Hamdi, F. Dubois, E. Fournely, M. K. KuzmanThermo-hydro fracture and viscoelastic behavior of timber based materials: numerical analysis
13:30MS1-04C: 1
MATMS1 04C
Marius Catalin Barbu
G. Tondi, P. Luckeneder, J. Gavino, M.-F. Thevenon, A. PetutschniggTannin bio-copolymers as wood preservatives
13:48MS1-04C: 2
G. Balduzzi, G. Hochreiner, J. Füssl, F. AuricchioPerformance evaluation of new straightforward formulas for the serviceability analysis of cambered timber beams
13:30MS2-02D: 1
A. Thiel, H. KrennBuckling loads for cross-laminated timber elements under uniaxial in-plane compression
13:48MS2-02D: 2
V. Mercuri, G. Balduzzi, D. Asprone, F. Auricchio2D non-prismatic beam model for stiffness matrix evaluation
14:06MS2-02D: 3
P. M. J. S. Godinho, L. Wagner, V. Vass, J. Eberhardsteiner, C. HellmichA continuum micromechanics approach to the elasticity of planar fiber networks and its application to paper
Computational mechanics of wood and wood-based products BIG1
MAT COMMS2 02D
Anders Olsson
W. Bustamante, J. J. Ugarte, F. Encinas, P. Martinez, S. VeraEnvelope design in timber housing: technological innovation to promote the use of radiata pine in Chile .
13:30MS3-05B: 1
G. Rodriguez, J. Bodennec, D. Bruneau, P. Lagiere, F. RouaultInterdisciplinary design for the development of a wood house with positive energy
13:48MS3-05B: 2
From the Atacama desert to "Tierra del Fuego": recent developments in the Chilean timber industry HS7
COM A R CMS3 05B
Juan José Ugarte
A. Sierra, J. J. UgarteEco-sustainable neighborhoods: prefabricated economic housing in timber .
14:06MS3-05B: 3
J. I. Baixas, M. UbillaDevelopment of an industrialised prefabrication system for timber emergency housing
14:24MS3-05B: 4
Structural performance of materialsHS41
G. Ravenshorst, J.-W. van de KuilenSpecies independent strength modeling of structural timber for machine grading
13:30GS1-01B: 1
MATGS1 01B
Joris Van Acker
F. Arriaga, D. F. Llana, J. R. Aira, M. Esteban, G. Iñiguez-GonzalezTime lag determination on ultrasound wave measurement using different sensors positioning
13:48GS1-01B: 2
P. J Beale, S. Simulkiewicz Evolution of a rapid low impact method for reliably bending timber in high value applications: a study based on native Australian Eucalypts
14:06GS1-01B: 3
C. Sigrist, M. LehmannMechanical properties of glulam produced from visually graded boards
14:24GS1-01B: 4
E. Güntekin, T. Yılmaz AydınDetermination of elastic constants for Anatolian black pine wood using ultrasound
14:42GS1-01B: 5
High performance wood productsHS48
G. Dill-Langer, S. AicherHigh performance glulam beams made of beech LVL and solid wood lamellas: experiments and modelling
13:30GS1-02: 1
MATGS1 02
Simon Aicher
R. Sieder, M. Augustin, T. LierzerMechanical properties of a composite lamella built up with thin sideboards and its utilization to increase the material efficiency of structural elements
13:48GS1-02: 2
Z. Christian, S. AicherFatigue behaviour of timber composites and connections for ultra high wooden towers
14:06GS1-02: 3
G. Pot, L. Denaud, J.-C. Butaud, S. Girardon, R. Collet, F. Cottin Experimental study of the influence of veneer lathe checks on LVL elastic mechanical properties
14:24GS1-02: 4
T. Franke, C. Lenz, N. Herold, A. PfriemInvestigations on phenol/formaldehyde impregnation of beech veneer for improved plasticization and form stability
14:42GS1-02: 5
T. Claus, W. SeimMultiple tenon - numerical studies on local reinforcement and geometrical optimization
13:30GS2-01C: 1
E. Naderer, S. Franke, B. FrankeNumerical simulation of reinforced timber structures perpendicular to the grain
13:48GS2-01C: 2
A. Jorissen, J. Dorlijn, A. Leijten, B. SnijderStrength and stability of traditional timber frames
14:06GS2-01C: 3
A. Kitamori, S.-Y. Yeo, T. Aoyama, Y.-L. Chung, T. Mori, M.-F. Hsu, K. Komatsu, H. IsodaExperimental study on restoring force of Japanese traditional column combined with tie beam and bearing block
14:24GS2-01C: 4
R. S. Koh, P. Clouston, M. Lackner, R. Hyers, J. FabelYield criteria assessment for multiaxial wood laminate wind turbine blades
14:42GS2-01C: 5
Modeling of structuresBIG2
MAT COMGS2 01C
Josef Eberhardsteiner
Z. Tolszczuk-Leclerc, S. Bernier-Lavigne, A. Salenikovich, A. PotvinDesign process of a free-form structure using CLT panels - analysis of an architectural large scale structure .
13:30GS3-03: 1
J. G. Fernandes, P. H. Kirkegaard, J. M. BrancoTectonic design of elastic timber gridshells
13:48GS3-03: 2
Design practiceHS16
COM A R CGS3 03
Khaled Saleh Pascha
F. Lattke, S. Hernandez-MaetschlleanWOOD - advancing performance of design teams in timber construction .
14:06GS3-03: 3
B. Plößnig-Weigel, S. Pollereswww.dataholz.com - up-to-date online planning tool for timber constructions
14:24GS3-03: 4
H. Professner, H. RhombergNew opportunities for wood in digitization and in the Internet of Things
14:42GS3-03: 5
14:24MS2-02D: 4
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1330 - 1500Time Table | Tuesday, August 23
59
TIM
E TA
BLE
Tall buildings - Dynamic performance from measurements of completed structures
A R C E N G
L. Hu, E. Karsh, S. Gargnon, C. Dagenais, R. RamziDynamic performance measured on two 6-storey buildings made from wood structures before and after their completion and occupancy
13:30MS4-02: 1
MS4 02
A. Feldmann, H. Huang, W.-S. Chang, R. Harris, P. Dietsch, M. Gräfe, C. HeinDynamic properties of tall timber structures under wind-induced vibration
13:48MS4-02: 2
S. Rossi, D. Casagrande, S. Bezzi, R. TomasiResponse spectrum analysis of light timber-frame buildings by means of an iterative approach
14:06MS4-02: 3
HS31
Richard Harris
Fire safety of structures made of timber and other bio-based products - COST Action FP1404
A R C E N G
M. Neumann, T. Kolb, N. Rüther, P. Guindos, L. Hecker, L. HacklExamination of the smoldering combustion behaviour of wood fiber insulation materials
13:30MS4-08D: 1
MS4 08D
T. Kolb, M. Neumann, L. HacklThermal degradation of wood fiber insulation bords – chemical analysis and the effect of flame retardants
13:48MS4-08D: 2
Y. Wang, J. Zhang, L. LiNumerical analysis on thermo-mechanical behaviour of timber members under fire exposure
14:06MS4-08D: 3
HS32
Andrea Frangi
L. E. Hasburgh, K. J. Bourne, P. Peralta, P. Mitchel, S. Schiff, W. PangEffect of adhesives and ply configuration on the fire performance of Southern pine cross-laminated timber
14:24MS4-08D: 4
Mixed, composite & hybrid structuresA R C E N G
M. Augustin, S. E. Zimmer, T. Bogensperger, T. SleikA contribution to the design of ribbed plates
13:30MS4-10B: 1
MS4 10B
C. Bedon, M. FragiacomoFE modelling of notched connections for timber-concrete composite structures
13:48MS4-10B: 2
M. Kästner, K. RautenstrauchEfficient shear transfer in timber concrete-composite bridges by means of grouting with polymer mortar
14:06MS4-10B: 3
HS23
Keith Crews
M. Khelifa, D. ThiNumerical analysis of damage evolution of 3D timber-steel hybrid beams in bending
14:24MS4-10B: 4
B. Šubic, G. Fajdiga, J. LopatičBending of wooden based hybrid beams: experimental analysis
14:42MS4-10B: 5
M. F. Laguarda Mallo, O. A. EspinozaCross-laminated timber vs. concrete/steel: cost comparison using a case study .
13:30GS3-04A: 1
Y. Takaiwa, N. Takayanagi, S. Tomidokoro, K. MatsunoAn aging-related structural performance variation of "Kura-zukuri building"
13:48GS3-04A: 2
Evaluation and comparison - generalHS21
COM A R CGS3 04A
Guido Wimmers
J. Ratajczak, C. BenedettiCase study. FLEXIBOX - flexible timber test cells for outdoor testing of building components and of envelop solutions .
14:06GS3-04A: 3
Codes and international engineeringA R C E N G
H. Krenn, T. Moosbrugger, T. BogenspergerStability of cross laminated timber (CLT) beams
13:30GS4-01: 1
GS4 01
C. Tapia, S. AicherHoles in glulam - orientation and design of internal reinforcements
13:48GS4-01: 2
T. M. Young, M. C. Barbu, D. Hindman, J. Weissensteiner, E. M. TudorComparisons of the production standards for cross laminated timber (CLT) in Europe versus USA
14:06GS4-01: 3
HS30
Mike Sieder
D. M. Carradine, G. Beattie, J. Finnegan, D. Brunsdon, B.-Y. Lee, D. McGuiganFull-scale building and wall testing to evaluate lateral load performance of existing timber framed school buildings in New Zealand
14:24GS4-01: 4
J. Bregulla, D R. Griffiths, V. EnjilyRacking design for alternative timber systems
14:42GS4-01: 5
Realized examplesHS34
E N G I M PGS5 03A
Robert Malczyk
S. SpeignerRetirement home - Hallein, Austria
13:30GS5-03A: 1
S. Winter, J. HaasThe Kampa Building Innovation Center
13:48GS5-03A: 2
E. Beneder, A. FischerThe wooden parish church in Gallspach: topographical reference and tradition beyond materiality
14:06GS5-03A: 3
J.-M. WeillParis / Aqualagon-Village Nature / complex wood structural design
14:24GS5-03A: 4
J.-M. WeillParis / restructurations / hybrid structures / the Halle Pajol project / Francoise Helene Jourda and Raphaelle Laure Perraudin Architects
14:42GS5-03A: 5
Break1500 - 1510
Time Table | Tuesday, August 23 POSTER SESSIONS | 1510 - 1600
60 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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JointsHS41
J. Kowal, M. AugustinSHERPA - standardized timber connection system based on aluminium plates and inclined fully threaded screws
PS1-03: 1
MATPS1 03
Wolfgang Winter
K. Wang, Z. Li, M. HeInvestigation into the hysteretic performance of self-centering timber beam-to-column joints
PS1-03: 2
M. Dedijer, S. Roche, Y. Weinand Shear resistance and failure modes of edgewise multiple tab-and-slot joint (MTSJ) connection with dovetail design for thin LVL spruce plywood Kerto-Q panels
PS1-03: 3
K. Sawata, H. Kawamura, R. Takanashi, Y. Ohashi, Y. SasakiEffects of arrangement of steel plates on strength of dowel-type cross laminated timber joints with two slotted-in steel plates subjected to lateral force
PS1-03: 4
T. Mori, K. Tanaka, M. Shibao, S. Nishino, Y. Yanase, M. Inoue, H. IsodaEstimation of single shear strength of screwed joint after termite attack
PS1-03: 5
N. Sekino, Y. Tamaki, K. Hinata, Y. TajimaShear resistance of nailed joints of red pine edge glued panels: single shearing tests focused on corner nails
PS1-03: 6
S. Matsumoto, H. Okamoto, M. Takemoto, M. SatoDevelopment of assembling large cross-section timber joint system by high ductility wood frame structure
PS1-03: 7
S. Roche, J. Gamerro, Y. Weinand Multiple tab-and-slot joint: improvement of the rotational stiffness for the connection of thin structural wood panels
PS1-03: 8
S. Onishi, Y. Karube, H. NasuStudy on control wooden joint rigidity, strength and ductility with combinations of wooden fibre directions
PS1-03: 9
L. Luo, X. Song, H. Wu, J. CaiExperimental study on mechanical performance of wood pegged semi mortise and tenon connections
PS1-03: 10
Moisture / durabilityHS50
A. Vodicka, M. Maska, J. Vcelak, P. MlejnekSensor system for continuous moisture monitoring in wooden buildings and structures
PS1-04: 1
MATPS1 04
Ulrich Schwarz
M. Vanpachtenbeke, J. Van den Bulcke, I. De Windt, J. Van Acker, J. Langmans, E. Vereecken, S. RoelsAn experimental set-up to study mould growth and wood decay under dynamic boundary conditions
PS1-04: 2
A. A. Dias, M. R. Carreira, P. G. d. A. Segundinho Influence of moisture content in the evaluation of modulus of elasticity of timber beams using transverse vibration test
PS1-04: 3
N. Furuta, Y. Hirabayashi, T. Miyauchi, T. Narita, W. LeeDurability of structural laminated veneer lumber in outdoor use
PS1-04: 4
C. Montero, J. GrilComparison between wood hygromechanical description and deformation modification factors of Eurocode 5
PS1-04: 5
A. Voss, A. Seppänen, S. Siltanen, L. Salokangas, D. BaroudiImaging of moisture content in wood using electrical capacitance tomography
PS1-04: 6
J. Popovic, M. Djiporovic-Momcilovic, M. Popovic, I. Gavrilovic-Grmusa The infuence of chemical treatments on dimensional stability of narrow leaved ash
PS1-04: 7
J. Wehsener, C. Brischke, J. Hartig, L. Meyer-Veltrup, P. HallerThermally and thermo-mechanically treated wood for outdoor applications – bending strength, structural integrity and set recovery
PS1-04: 8
Cross Laminated Timber (CLT) / Laminated Veneer Lumber (LVL)HS47
A. Soilán Cañás, M. C. Touza Vázquez, F. Arriaga, M. GuaitaBending stiffness increasing of existing pitch pine beams by means of LVL reinforcement
PS1-05: 1
MATPS1 05
Werner Seim
N. M. Willey, W. Davids, R. Lopez-Anido, S. Shaler, D. J. Gardner, R. Edgar, M. TajvidiStructural performance of hybrid cross-laminated timber panels using laminated strand lumber and Northeastern U.S. spruce
PS1-05: 2
H. Fu, Z. Wang, Y. Chen, M. Gong, X. Lu, Y. H. Chui Mechanical performances of hybrid cross-laminated timber fabricated by lumber and LVL
PS1-05: 3
W. Kambe, M. NakamuraAn experimental study on buckling strength with laminated veneer lumber of three wood species
PS1-05: 4
S. Nakajima, A. Miyatake, T. Shibusawa, Y. Araki, K. Shindo, T. Haramiishi, Y. KudoEvaluation of buckling strength of cross laminated timber
PS1-05: 5
Y. Liu, C. She, X. Miu, C. Zhou, X. ShengTest research on compressive behaviour of poplar LVL column
PS1-05: 6
J.-F. Grandmont, B. WangComposite cross laminated timber (CCLT) made with engineered wood products (EWP) and hardwood
PS1-05: 7
T. Nagashima, H. Suda, Y. Ide, Y. Ohashi Development of I-beam using Kizure panel and LVL
PS1-05: 8
C. H. S. Del MenezziNew approaches for production of laminated wood products from tropical woods
PS1-05: 9
S. Hirschmüller, J. Pravida, R. MarteLaminated veneer lumber poles for temporary soil nailing- investigation of material properties
PS1-05: 10
POSTER SESSIONS | 1510 - 1600Time Table | Tuesday, August 23
TIME TABLE | Poster Sessions 61
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Building physics / skinHS21
COM A R CPS3 02
Ingo Burgert
E. Jansson, M. Venäläinen, E. Verkasalo, A.-M. Kaila, L. RautkariSelection of raw material for a demanding wooden façade and the quality control of timber from harvesting to construction site
PS3-02: 1
S. Kim, Y.-S. Chang, J.-S. ParkAirtightness and air leakage causes of timber houses in Korea
PS3-02: 2
F. Dolezal, M. Neusser, M. Teibinger, B. Nusser Akustik Center Austria - new research and testing competence for timber constructions
PS3-02: 3
I. Burud, K. A. Smeland, T. Thiis, L. R. Gobakken, A. Sandak, J. Sandak, K. H. LilandModelling weather degradation of wooden facades using NIR hyperspectral imaging of thin wood samples
PS3-02: 4
T. Mizutani, H. IshiyamaAppropriate shape of timber for the rain
PS3-02: 5
A. Pousette, C. Schlyter GezeliusInnovative façade elements of wood with modern design and new technology
PS3-02: 6
R. Hausammann, S. Franke, M. Schiere, N. Giordano Development of a long span self-supporting compact façade system for industrial buildings
PS3-02: 7
A. Sandak, J. Sandak, B. SimoesBio4ever project approach for modelling of bio-based building materials weathering
PS3-02: 8
Fire - basicsA R C E N G
PS4 03 BIG1
Andrea Frangi
S. Ali, G. HadjisophocleousInfluence of various parameters on the fire performance of concealed shear tap connections between steel columns and a timber beam using full scale tests and finite element modeling
PS4-03: 1
W.-T. Liu, M.-T. Tsai, L. FitrianaExperimental study on residual compressive strength of bamboo column under fire with different time limitation
PS4-03: 2
A. Nicolaidis, R. Emberley, D. Fernando, J. Torero Thermally driven failure mode changes in bonded timber joints
PS4-03: 3
A. Lawton, R. Emberley, J. ToreroHeat transfer through mass timber connections
PS4-03: 4
R. Emberley, Z. Yu, D. Fernando, J. L. ToreroDelamination occurence in engineered mass timber products at elevated temperatures
PS4-03: 5
G. C. A. Martins, J. Munaiar Neto, C. Calil JuniorThe charring rate of glulam beams of Brazilian wood species
PS4-03: 6
R. Pečenko, G. Turk, S. Huč, T. HozjanReliability of curved timber beam exposed to natural fire
PS4-03: 7
S. Zhang, W. Wang, X. Fan Fire behaviour of dowel-type timber connection with slotted in steel plates under bending and shear
PS4-03: 8
SeismicA R C E N G
PS4 04 BIG2
Maurizio Piazza
H. Kajikawa, Y. OkadaStudy of seismic force exerted on the footing of wooden construction housing in a co-operative housing on hillside
PS4-04: 1
H. Sugiyama, N. Kawai, K. Miyazawa, A. Nishimura, T. TakumotoShake table tests on full scale timber houses with vibration control devices
PS4-04: 2
C. Ni, M. Popovski, J. Wang, E. Karacabeyli Advanced topics in seismic analysis and design of mid-rise wood-frame structures
PS4-04: 3
M. Nakao, T. Inoue, K. InagakiEvaluation of seismic performance of mortar finishing external wall with ventilation space
PS4-04: 4
M. Sugino, S. Ohmura, S. Tokuoka, Y. HayashiMaximum response evaluation of traditional wooden houses based on microtremor measurements
PS4-04: 5
C. Faye, Y. Verdret, S. M. ElachachiVulnerability analysis of conventional timber frame walls under seismic action
PS4-04: 6
H. Shimizu, Y. Wakashima, Y. FujisawaStudy on seismic grid walls using compressed wood for its shape recovery behavior
PS4-04: 7
K. Yamada Relative storey displacement homogenization by continuous columns on wooden houses
PS4-04: 8
N. Sato, K. Uetsuki, K. Tanaka, T. Hagino, K. Noda, N. Satomura, M. Koshihara, M. InoueDevelopment of glulam column-RC base connection system for multi-stories large-scale timber building
PS4-04: 9
J. A. Marin, M. HeComparison of the seismic performance of different hybrid timber-steel frame configurations
PS4-04: 10
Buildings / examplesE N G I M P
PS5 02 HS7
Boris Iskra
A. Campbell, R. Gill, R. HarrisonDesign and detailing of timber structures for fitness and gymnasia buildings: experience from Sky Health & Fitness Centre
PS5-02: 1
H. FukuyamaStructural design of a traditional open-air theater stage
PS5-02: 2
J. A. SilvoA healthy log housing concept for senior citizens
PS5-02: 3
V. Kotradyova, B. Kaliňáková, M. BolešWood for health care and therapeutic facilities - second generation of wood properties related to increasing of well-being and public health
PS5-02: 4
M. Zajec, M. HaimanSingle-family house made of wood and straw
PS5-02: 5
H. Hirasawa, J. Tonuma, T. Shibuya, K. Sato Development of a folding timber bridge for recovery from disasters
PS5-02: 6
M. Morandotti, E. Zamperini, V. CinieriTemporary shelters for the archaeological excavation at Kinik Höyük. Considerations after three years of work
PS5-02:7
B. MisztalWooden shell domes
PS5-02: 8
Poster Discussion & Coffee Break1600 - 1700
Time Table | Tuesday, August 23
62 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
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COMPANY & SEMI-PLENARY LECTURES | 1630 - 1830
SEMI-PLENARY LECTURES - SESSION AAudiMax
Pierre Quenneville
16:30 Partner Hasslacher Norica Timber
16:40 Premium Partner KLH Massivbau
COM A R CTimber
Architecture
COMPANY PRESENTATIONS1630 - 1650
1700 - 1830
17:00SPL-A: 1
The recovery of wood culture and urban tectonic in KoreaK.-C. Bae, University of Ulsan, Korea
The aim of this article is for the necessity of wood culture and urban tectonic as practical strategy in Korea. Architecture is not mere result of physical form or style but culture of the day combined people’s wisdom and thought. Therefore, the recovery of wood culture is important for the future of Korean architecture. The Wood culture is defi ned as common values, knowledge, norms and lifestyle of the social members who prefer to use wood products, and it is expression of hearts for forest, which embodies emotional and physical value, and thus
culture of life and furnish are fi nally included in wood culture. It is very important for architectural identity to make an urban tectonic which is the art of assembling the local materials used in construction for high-level values. There is a couple of practical progressive strategies, which could promote and expand wooden architecture are necessary. The fi rst strategy is wooden architecture of urban commercial housing or multiple housing, and another is to implement infi ll wall that can increase energy performance of old apartments needed for redevelopment.
A R C E N GTimber
Engineering
17:30SPL-A: 2
Wood is good!? - worldwide threats and consequent opportunities for building with wood S. Winter, Technische Universität München, Germany
Wood is good! - A statement - used by the New Zealand wood promotion - which should face on a World Conference of Timber Engineering no opposition. But - is it true without any restrictions? Aren’t there a lot of prejudices of customers and pure rejections from other building industries and often from building authorities? Is the material
sustainable available? Are enough skilled workers and fabrication facilities and is enough knowledge available? These and other questions are raised in the presentation and options for possible consequences, further research, development of woodworking industry or education and knowledge spread are given.
COM A R CTimber
Architecture
18:00SPL-A: 3
Recent attempts on timber structures in JapanK. Fujita, M. Koshihara, The University of Tokyo, Japan
This paper attempts to introduce the recent situation of timber structures and timber architecture in Japan. Examples of fi re resistant timber structures, light frame construction, new application to public
buildings and Cross Laminated Timber structures are introduced and discussed.
16:30 Partner Mayr-Melnhof Holz
16:40 Partner TS3AG / Timbatec
Festive HallAudiMax
HugoKarre
GeorgBinder
Time Table | Tuesday, August 23
TIME TABLE | Semi-Plenary Lectures 63
TIM
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SEMI-PLENARY LECTURES | 1700 - 1830
SEMI-PLENARY LECTURES - SESSION BFestive Hall
Alexander Salenikovich
MATWood Products & Components
1700 - 1830
17:00SPL-B: 1
Opportunities and limits of timber in constructionA. Teischinger, University of Natural Resources and Life Science, Austria
Wood has to be seen as a complex biological structure, a composition of various cell types and chemistries acting together to serve the needs of a living tree which are mechanical support, transport of water, storage and the synthesis of bio-chemicals. All fundamental properties of wood, such as physical, mechanical, chemical, biological as well as the technological utilization of wood as a material are derived from the fact that wood is formed to meet the needs of the living tree. Wood
as one of the most traditional materials lost track in the new material design of the synthetically produced materials and composites but new approaches in wood modifi cation and Engineered Wood Products paired with environmental benefi ts pave the way for a wider application in the building sector. Additionally some trade-off s and limits for an increased future use of wood in the construction sector is discussed.
MATWood Products & Components
17:30SPL-B: 2
Wood properties from roundwood to timber engineering J.-W. van de Kuilen, TU Munich, Germany
Measuring and assessing wood properties during the production chain is getting more and more important for an optimal use of the resource. Over the years, research has been performed with the focus on establishing important wood properties, with the fi nal goal of an optimized use in timber engineering. It is recognized that not all research results are easily translated into applications or code provisions. Timber grading, the conversion of grading results into strength class assignments,
mechanical properties perpendicular to the grain of soft- and medium dense hardwoods are presented. The infl uence of density and fastener steel grade on the load carrying capacity of joints is discussed. Time-to-failure behaviour of joints is presented and it is shown that slightly more penalizing duration of load factors are required for joints behaving more brittle. Numerical modelling of joints is shown applying a modifi ed Hill-criterion and a continuum damage mechanics model.
MATWood Products & Components
18:00SPL-B: 3
Development of engineered wood products - the industry perspectiveJ. Hakkarainen, Metsä Wood, Finland
Engineered wood products are developed to utilise the advantages of wood materials in the most effi cient way. In addition to the material and production effi ciency for a commercial success it is important to identify the suitable routes to market and provide the additional services they need. New markets can be created for engineered wood structures based on their main advantages which are the cost competitiveness, fast construction time, light weight and sustainability. There are still needs for joined research and development work of the industry and
scientist at least in the following areas: 1. Open building systems for wooden multi storey buildings are needed to make them easier to use. 2. Stability design rules for typically slender engineered wood constructions maybe optimised better. 3. Wood modifi cation for better durability. 3. International model code for fi re safety requirements. 4. Measurement methods and requirements that describe better the acoustics in wooden buildings. 5. Measurable comparison information of the environmental performance of engineered wood products.
64
Time Table | Wednesday, August 24 PARALLEL SESSIONS | 0830 - 1000
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
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Intervention on building stock - historic constructions
Current progress in adhesive bonding of solid wood HS47
B.-D. Park, K.-H. Kim, K.-B. Shim, M.-K. HongAdhesion performance of melamine-urea-formaldehyde resins with various melamine contents for glued laminated timber by high frequency heating system
09:06MS1-05A: 1
MATMS1 05A
Johannes Konnerth
G. Grüll, A. Wegscheider, J. Konnerth, A. Teischinger, A. NeumüllerPlaning quality of glulam lamellae and its impact on bonding quality and fracture surface characteristics
09:24MS1-05A: 2
X. Wang, O. Hagman, B. Sundqvist, S. Ormarsson, H. Wan, P. NiemzImpact of cold temperatures on the shear strength of Norway spruce & Scots pine joints with different glues
09:42MS1-05A: 3
Timber connections by the under-40'sHS50
X. Zhang, M. Popovski, T. TannertHigh-capacity hold-down for tall timber buildings
08:30MS1-08A: 1
MATMS1 08A
Pierre Quenneville
T. Claus, W. Seim, B. SchröderMultiple tenon - experimental study on load-bearing capacity and deformation characteristics
08:48MS1-08A: 2
M. Schick, W. Seim, S. KrügerDowel-type fasteners with small diameters - review and improvement of design formulations
09:06MS1-08A: 3
T. M. Laggner, G. Flatscher, G. SchickhoferCombined loading of self-tapping screws
09:24MS1-08A: 4
E. Mergny, R. Mateo, M. Esteban, T. Descamps, P. LatteurInfluence of cracks on the stiffness of timber structural elements
08:30MS2-02E: 1
M. Oppel, K. RautenstrauchMulti-faceted elastic-plastic material behavior with softening and damage
08:48MS2-02E: 2
M. FreseAn analytical validation of numerically determined load configuration factors
09:06MS2-02E: 3
P. Pichler, M. Leitner, F. Grün, C. GusterExperimental evaluation of cutting forces for chipping process and development of wood material model
09:24MS2-02E: 4
T.-Y. Kuo, W.-C. WangDetermination of effective modulus of elasticity of wood from proportion of latewood
09:42MS2-02E: 5
Computational mechanics of wood and wood-based products BIG1
MAT COMMS2 02E
Josef Füssl
Design of tall wood buildings for lateral loadsA R C E N G
MS4 03 HS31
Andy Buchanan
E. KarshWood Design Innovation Centre – lateral load resisting system
08:30MS4-03: 1
K. Below, F. SartiCathedral Hill 2: the lateral design of a tall all-timber building
08:48MS4-03: 2
A. BernasconiConcept and design of the CLT-structure of the four residential towers with 9 storeys in the city of Milan
09:06MS4-03: 3
J.-P. Tremblay-Auclair, A. Salenikovich, C. FrenettePotential for design optimisation of a six-storey light-frame wood building using linear dynamic analysis
09:24MS4-03: 4
M. Johansson, A. Linderholt, K. Jarnerö, P. LandelTall timber buildings – a preliminary study of wind-induced vibrations of a 22-storey building
09:42MS4-03: 5
Fire safety of structures made of timber and other bio-based products - COST Action FP1404
A R C E N GMS4 08E HS32
Koji Kagiya
A. Tani, I. MachWood-based multi-story buildings and fires in social contexts in Japan and Austria – comprehensive discussions on risk management
08:30MS4-08E: 1
A. Fadai, M. Kist, W. Winter, C. RadlherrEnhanced fire behavior of wood-based buildings in social housing
08:48MS4-08E: 2
C. E. Salzer, H. Wallbaum, L. TambunanFire resistance for low-rise housing in the tropics: test results for bamboo-based construction systems
09:06MS4-08E: 3
V. Thi, M. Khelifa, M. El Ganaoui, Y. RogaumeModelling of heat transfer in timber exposed to fire
09:24MS4-08E: 4
Structural performance of materialsHS41
J. Wacker, C. A. Senalik, X. Wang, F. JalinoosEffectiveness of several NDE technologies in detecting moisture pockets and artificial defects in sawn timber and glulam
08:30GS1-01C: 1
MATGS1 01C
Peter Niemz
J.-F. Grandmont, V. LavoieImmediate effect of moisture content gradient on apparent modulus of elasticity engineered wood product manufacturers
08:48GS1-01C: 2
M.-L. Sortland, T. Kringlebotn Thiis, D. Kraniotis, K. NoreMoisture induced deformations in prefabricated wooden building modules
09:06GS1-01C: 3
B. Franke, S. Franke, M. Schiere, A. MüllerMoisture diffusion in wood - experimental and numerical investigations
09:24GS1-01C: 4
M. Weigl, D. Stratev, C. Fürhapper, E. Habla, M. Nohava, S. NiedermayerWood borne emissions in a real room environment- a modelling aproach
09:42GS1-01C: 5
B. Izumi, T. Kurokawa, Y. Koori, T. Kouno, H. Aoyagi, T. Hatori, T. Nakamoto, T. YamanashiDesign of glulam structure in the concert hall renovation of the existent concrete building
08:30GS2-03: 1
C. Robeller, Y. WeinandA 3D cutting method for integral 1DOF multiple-tab-and-slot joints for timber plates, using 5-axis CNC cutting technology
08:48GS2-03: 2
B. Çokcan, W. Winter, J. Braumann, R. KrobathRobotic production of individualised wood joints – addition
09:06GS2-03: 3
K. Henke, D. Talke, S. WinterAdditive manufacturing of building elements by extrusion of wood concrete
09:24GS2-03: 4
IT-based architectural design & computer-ai-ded manufacturing BIG2
MAT COMGS2 03
Martin Lehmann
M. Morandotti, E. Zamperini, S. Lucenti, M. D'AndreaExpeditious survey of historic timber roofs. An applied research for Palazzo San Felice in Pavia, Italy .
08:30GS3-01A: 1
H. A. LiebichThe Vienna roof register – investigating historic wooden roof structures in Vienna’s city centre
08:48GS3-01A: 2
HS16
COM A R CGS3 01A
Georg Hochreiner
G. Eßer, G. Styhler-Aydin, G. HochreinerThe historic roof structures of the Vienna Hofburg: an innovative interdisciplinary approach in architectural sciences laying ground for structural modelling .
09:06GS3-01A: 3
W. Rug, G. Linke, A. LißnerStudies on the wood corrosion on a historic glulam-construction
09:24GS3-01A: 4
T. Higuchi, S. BlumenthalrContinued use of logs in the construction of wooden houses in mountain regions of Switzerland
09:42GS3-01A: 5
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 0830 - 1000Time Table | Wednesday, August 24
65
TIM
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Mixed, composite & hybrid structuresA R C E N G
MS4 10C HS23
Keith Crews
B. J. Hansen, J. Tan, J. M. Gattas, D. Fernando, M. HeitzmannFolded fabrication of FRP-timber thin-walled beams with novel non-uniform cross-sections
08:30MS4-10C: 1
K.-U. Schober, W. Becker, J. WeberGrouted joints in timber engineering
08:48MS4-10C: 2
A. Hassanieh, H. Valipour, M. BradfordDevelopment of steel-timber composite system for large scale construction
09:06MS4-10C: 3
S. Fecht, T. Vallée, D. Dela PeñaDesign of timber-glass structures: the IFAM bridge
09:24MS4-10C: 4
S. E. Zimmer, M. AugustinTimber-steel-composite – a possibility for hybrid structures of long span timber floors
09:42MS4-10C: 5
Execution of timber buildingsHS34
E N G I M PMS5 02A
Tomi Toratti
S. Geier, W. HussNew procurement and cooperation models for planning + execution of timber buildings - case studies and visions
08:30MS5-02A: 1
F. Montagnana, H. FukutaOpen building toolkits
08:48MS5-02A: 2
J. WangWetting and drying performance of wood-based assemblies related to on-site moisture management
09:06MS5-02A: 3
D. M. Bylund, G. B. NolanNRAS Inversek – a case study in transitioning to advanced off-site construction with wood
09:24MS5-02A: 4
Teaching timber design in interdisciplinary settings HS21
E N G I M PMS5 04
Thomas Tannert
G. Wimmers, M. Gehloff, J. Wimmers-KlickCurriculum development for interdisciplinary engineering - wood master program
08:30MS5-04: 1
T. Tannert, A. GerberTeaching timber design in team-based-learning format and in interdisciplinary settings
08:48MS5-04: 2
M. Riggio, J. Siem, J. Sheine, L. Schimleck, B. O. Braaten, A. GilbergWhat can architecture students learn about wood and wood science & engineering students about architecture?
09:06MS5-04: 3
S. Ebert, P. Dietsch, S. WinterInterdisciplinary design projects and practical project work in the education of civil engineers
09:24MS5-04: 4
M. Flach, O. Baumgartner, R. MaderebnerCNC prefabricated modular homes designed and built by students in an experimental site of architecture in France
09:42MS5-04: 5
Structural design and engineering - beamsA R C E N G
GS4 03A HS30
Carlito Calil Junior
Y. Du, M. Mohareb, G. DoudakLateral torsional buckling of twin-beam-deck assemblies under wind uplift – sway versus non-sway models
08:30GS4-03A: 1
G. Granello, S. Giorgini, A. Palermo, S. PampaninPost-tensioned LVL beams: experimental results and numerical modelling
08:48GS4-03A: 2
J. Dröscher, M. Augustin, G. SchickhoferComparison of verification and reinforcement concepts for timber beams with large round holes
09:06GS4-03A: 3
R. Masoudnia, A. Hashemi, P. QuennevilleEvaluation of effective flange width in the CLT composite T-beams
09:24GS4-03A: 4
M. M. Ebadi, G. Doudak, I. SmithDynamic characteristics of glulam beam and deck-element floors
09:42GS4-03A: 5
Structural design and engineering - seismic full scale
A R C E N GGS4 03B HS7
Roberto Crocetti
S. Ohmura, Y. Nambu, Y. Shibuya, M. Sugino, Y. HayashiExperimental analysis on seismic performance evaluation of traditional timber frame structures with large hanging walls
08:30GS4-03B: 1
N. Takayanagi, Y. Takaiwa, S. Tomidokoro, K. MatsunoThe seismic reinforcement of traditional wooden building by "the wooden built-up seismic wall with rabbet joint"
08:48GS4-03B: 2
M. Komiyama, T. Sato, T. Watanabe, T. Hida, K. Suzuki, Y. Masaki, M. Iguchi, M. NaganoExperimental study on structural response of two story wooden houses focusing on dynamic characteristics of each story
09:06GS4-03B: 3
B. Faggiano, G. IovaneFirst considerations on the design approach and criteria for seismic resistant moment resisting and bracings timber frames
09:24GS4-03B: 4
Coffee Break1000 - 1030
66
Time Table | Wednesday, August 24 PARALLEL SESSIONS | 1030 - 1200
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Reinforcement of timber elements in existing structures
Current progress in adhesive bonding of solid wood HS47
P. Niemz, S. AmmannMechanical performance of glue joints in structural hardwood elements
10:30MS1-05B: 1
MATMS1 05B
Johannes Konnerth
S. Harling, G. Weiland, R. FreiTwo component polyurethane adhesives for hardwood - influence of hardness of the adhesive towards delamination properties
10:48MS1-05B: 2
G. Clerc, T. Volkmer, F. Pichelin, P. NiemzCharacterization of the ageing process of one component polyurethane moisture curing wood adhesive
11:06MS1-05B: 3
B. Lütkemeier, J. Konnerth, H. MilitzBonding performance of modified wood - distinctive influence of plasma pre-treatments on bonding strength
11:24MS1-05B: 4
M. Sernek, M. KarižAdhesive bonding of heat-treated wood
11:42MS1-05B: 5
Timber connections by the under-40'sHS50
A. Hossain, M. Popovski, T. TannertShear connections with self-tapping-screws for cross-laminated-timber panels
10:30MS1-08B: 1
MATMS1 08B
Pierre Quenneville
F. Wolfthaler, M. AugustinDevelopment of a measurement screw and application for laboratory tests and building monitoring
10:48MS1-08B: 2
S. Nakashima, A. Kitamori, Y. Araki, H. IsodaEffect of array on tensile load carrying capacity CLT drift pinned joint
11:06MS1-08B: 3
A. TabuchiFundamental research concerning the constraint effect of embedment in timber pegged connection
11:24MS1-08B: 4
T. Bogensperger, M. AugustinIntroduction of concentrated loads in CLT wall elements parallel to plane – analytical model for the determination of stresses and simplification for practice
10:30MS2-02F: 1
T. Bogensperger, R. A. Jöbstl, M. AugustinConcentrated load introduction in CLT elements perpendicular to plane – experimental and numerical investigations
10:48MS2-02F: 2
G. Silly, T. Bogensperger, M. AugustinTwisting strength and stiffness of CLT − modelling and appropriate test configurations
11:06MS2-02F: 3
O. Perret, C. Douthe, A. Lebée, K. SabBuckling of cross laminated timber walls
11:24MS2-02F: 4
L. Franzoni, A. Lebée, F. Lyon, G. ForetBending behavior of regularly spaced CLT panels
11:42MS2-02F: 5
Computational mechanics of wood and wood-based products BIG1
MAT COMMS2 02F
Josef Eberhardsteiner
N. Yamaguchi, N. ShibataReinforcement of dowel type timber joints using cross-laminated CFRP .
10:30MS3-02A: 1
H. Li, H. Qiu, W. WangFlexural strength evaluation of steel jacketed splice-joint timber beams
10:48MS3-02A: 2
HS16
COM A R CMS3 02A
Philipp Dietsch
A. Dutu, H. Sakata, Y. Yamazaki, T. ShindoInfluence of an AFRP retrofit solution when applied to timber framed masonry panels .
11:06MS3-02A: 3
J. M. Branco, H. S. Sousa, G. CrivellariRepair techniques used in two existing collar beam trusses: experimental results of full size scale tests
11:24MS3-02A: 4
Seismic design and behaviour of innovative timber systems
A R C E N GMS4 01A HS31
Hiroshi Isoda
M. O. Amini, J. W. van de Lindt, D. Rammer, S. Pei, P. Line, M. PopovskiDetermination of seismic performance factors for CLT shear walls systems (Extended Lecture)
10:30MS4-01A: 1
S. Pei, D. Rammer, M. Popovski, T. Williamson, P. Line, J. W. van de LindtAn overview of CLT research and implementation in North America (Extended Lecture)
10:57MS4-01A: 2
I. Sustersic, M. Fragiacomo, B. DujicSeismic analysis of cross laminated timber buildings using code prescribed methods
11:24MS4-01A: 3
T. Smith, F. Sarti, G. Granello, J. Marshall, V. Buckton-Wishart, M. Li, A. Palermo, S. PampaninLong-term dynamic characteristics of Pres-Lam structures
11:42MS4-01A: 4
Mixed, composite & hybrid structuresA R C E N G
MS4 10D HS23
Keith Crews
J. BaloghHigh performance CFRP-timber-concrete laminated composite members
10:30MS4-10D: 1
V. Schmid, D. Zauft, M. A. PolakBonded timber-concrete composite floors with lightweight concrete
10:48MS4-10D: 2
B. Gendron, A. Salenikovich, L. SorelliTimber concrete composite beams with ductile failure modes
11:06MS4-10D: 3
J. Kanócz, V. BajzecerováCLT-lightweight concrete composite beam with adhesive connection
11:24MS4-10D: 4
K. Kudla, S. Mönch, U. Kuhlmann, D. Volk, T. GötzInvestigations on the slip modulus of a notched connection in timber-concrete composite floors
11:42MS4-10D: 5
Structural performance of materialsHS41
H. Bauer, G. SchickhoferTest configurations and analysis for determining characteristic properties of cross laminated timber (CLT)
10:30GS1-01D: 1
MATGS1 01D
Gerhard Schickhofer
J. Zhou, Y. H. Chui, G. Schickhofer, J. FrappierElastic constants of cross laminated timber panels of industrial size: non-destructive measurement and verification
10:48GS1-01D: 2
T. Moosbrugger, T. Guggenberger, H. KrennBending stiffness and capacity of multilayered structures (1D)
11:06GS1-01D: 3
Y. Benoit, J.-L. Sandoz, J.-D. GasserNew generation of non-destructive tool for in-field wood poles testing using combined parameters for improved reliability
11:24GS1-01D: 4
E. Gasparri, F. Lam, Y. LiuCompression perpendicular to grain behavior for the design of a prefabricated CLT façade horizontal joint
New products and connectionsHS48
T. M. Gorman, B. Miller, D. E. KretschmannWood I-beams manufactured from small diameter logs
10:30GS1-03A: 1
MATGS1 03A
Matti Kairi
S. Zöllig, A. Frangi, S. Franke, M. MusterTimber structures 3.0 - new technology for multi-axial, slim, high performance timber structures
10:48GS1-03A: 2
A. Trummer, S. Aicher, S. KrestelKIELSTEG – defining the design parameters for a lightweight wooden product
11:06GS1-03A: 3
G. Wenighofer, R. Mauritz, A. NeuhauserNovel high performance timber hybrid beam
11:24GS1-03A: 4
11:42GS1-01D: 5
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1030 - 1200Time Table | Wednesday, August 24
67
TIM
E TA
BLE
Execution of timber buildingsHS34
E N G I M PMS5 02B
Tomi Toratti
A. C. LawrenceThe new European timber execution standard
10:30MS5-02B: 1
K. Nore, V. Meløysund, P. AanensenNew Norwegian execution standard for timber structures
10:48MS5-02B: 2
A. Just, D. Brandon, J. NorenExecution of timber structures and fire safety
11:06MS5-02B: 3
J. Munch-AndersenPerformance and requirements during execution
11:24MS5-02B: 4
Fire engineeringA R C E N G
GS4 02A HS32
Julie Bregulla
J.-I. Suzuki, C. Kaku, T. Naruse, K. Kagiya, Y. Noboru, N. Itagaki, J.-i. Izumi, M. Seki, T. Kaku, Y. HasemiCharring behavior of structural timber elements in full-scale fire tests of three story timber school buildings
10:30GS4-02A: 1
W. Beikircher, H. Gasser, A. KralerWood char development and temperature profile of intumescent fire retardant coated Norway spruce
10:48GS4-02A: 2
B. Izumi, A. Tani, N. Toba, K. Nakashima, M. Koshihara, T. Yamanashi, M. Kohno, W. WinterFire performances of timber-cold formed thin steel plate composite beam
11:06GS4-02A: 3
C. Kaku, Y. Hasemi, D. Kamikawa, T. Suzuki, N. YasuiInfluence of moisture content on the structural properties of wood under high temperature
11:24GS4-02A: 4
Structural design and engineering - wallsA R C E N G
GS4 03C HS30
Mohammad Mohammad
C. SandhaasBuildings made of dowel-laminated timber: joint and shear wall properties
10:30GS4-03C: 1
G. Newfield, J. WangA comparative analysis of three methods used for calculating deflections for multi-storey wood shearwalls
10:48GS4-03C: 2
C. Viau, G. DoudakEstablishing the failure sequence of light-frame wood stud walls under the effects of blast loads
11:06GS4-03C: 3
A. Jorissen, J. van Rie, T. Houben, H. HofmeyerSandwich panels with stiffeners
11:24GS4-03C: 4
C. Dorn, A. Stief, K. Rautenstrauch, W. HädickeHybrid wall-slabs for multi-storey buildings – made of timber with a directly applied mineral cover layer
11:42GS4-03C: 5
Structural design and engineering - seismicA R C E N G
GS4 03D HS7
A. Takino, Y. SuzukiExperimental study on the seismic behavior of wide-board walls in existing traditional wooden structures
10:30GS4-03D: 1
D. Rammer, P. LineLateral testing of glued laminated timber tudor arch
10:48GS4-03D: 2
M. A. Bezabeh, S. Tesfamariam, M. PopovskiSeismic base shear modification factors for timber-steel hybrid structure: steel moment resisting frames with CLT infill walls
11:06GS4-03D: 3
TeachingHS21
E N G I M PGS5 02
Hugh W. Morris
D. M. BylundThe Rose
10:30GS5-02: 1
P. Booth, G. B. NolanParametric fabrication of engineered timber products in a pedagogical environment
10:48GS5-02: 2
J. B. Chapman, A. Barrie, Y. PatelTeaching timber technology to architecure students: real buildings and digital technologies
11:06GS5-02: 3
Y. E. Cronhjort, K. Vahtikari, A. TakanoAalto Wood: interdisciplinary teaching and research
11:24GS5-02: 4
U. C. DangelWood on the rise: innovative timber construction systems as a pedagogical framework for teaching sustainable design
11:42GS5-02: 5
Lunch Break1200 - 1330
Motoi Yasumura
68
Time Table | Wednesday, August 24 PARALLEL SESSIONS | 1330 - 1500
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
E TA
BLE
Current progress in adhesive bonding of solid wood HS47
D. J. Yelle, J. Ralph, C. R. FrihartSimultaneous bond degradation and bond formation during phenol-formaldehyde curing with wood
13:30MS1-05C: 1
MATMS1 05C
Hendrikus W. G. van Herwijnen
H. Edalat, M. Faezipour, V. TholeHow adhesive penetration affects on mechanical performances of OSB
13:48MS1-05C: 2
K. Bratulic, M. AugustinScrew gluing - theoretical and experimental study on screw pressure distribution and glue line strength
14:06MS1-05C: 3
Multi-functional performance of cement-bound wood products HS48
M. Maeder, D. ZwickyMulti-functional features of pourable wood-cement compounds – mechanical, building-physical, economic and ecological performance
13:30MS1-06: 1
MATMS1 06
Daia Zwicky
W. Seim, L. Eisenhut, S. KühlbornAdhesive-bonded timber-concrete composites - experimental investigation of thermal-hygric effects
13:48MS1-06: 2
T. Vallée, M. Adam, C. Grunwald, S. FechtInductively heated glued-in GFRP rods using adhesives with metallic particles - cured within five minutes
14:06MS1-06: 3
A. Fadai, C. Radlherr, S. Setoodeh Jahromy, W. WinterMultifunctional composite wall elements for multistory buildings made of timber and wood-based lightweight concrete
14:24MS1-06: 4
A. Fadai, A. Borska, W. WinterWood lightweight concrete composites structural elements: ecological impact
14:42MS1-06: 5
The next generation - veneer based building products HS50
A. Rohumaa, C. G. Hunt, M. Hughes, C. R. Frihart, J. KersLathe check formation and their impact on evaluations of veneer-based panel bond quality
13:30MS1-10: 1
MATMS1 10
Markus Grabner
J. Ruponen, S. Kimpimäki, A. Rohumaa, K. Laine, K. Segerholm, M. Wålinder, L. Rautkari, M. HughesTensile-shear strength studies on self-bonded 2-ply birch veneer joint manufactured and tested by applying Automated Bonding Evaluation System (ABES) hot press
13:48MS1-10: 2
B. P. Gilbert, H. Bailleres, H. Zhang, R. L. McGavinMechanical properties of rotary veneers recovered from early to mid-rotation plantation Eucalyptus logs
14:06MS1-10: 3
M. Grabner, A. Wolf, E. Schwabl, G. SchickhoferMethods of forming veneer structures
14:24MS1-10: 4
E. GehriPerformant connections - a must for veneer-based products
14:42MS1-10: 5
G. E. L. Larsson, P. J. Gustafsson, E. Serrano, R. CrocettiAnalysis of the shear plate dowel joint and parameter studies
13:30MS2-01A: 1
M. Schweigler, T. K. Bader, G. Hochreiner, J. EberhardsteinerAn engineering modeling approach for the non-linear load-displacement behavior of single dowel connections - parameter study
13:48MS2-01A: 2
B. Iraola, J. M. Cabrero, B. GilStudy of load distribution between fasteners in GFRP and steel timber joints
14:06MS2-01A: 3
Computational modeling of joints in timber structures BIG2
MAT COMMS2 01A
Michael Dorn
M. Shahnewaz, M S. Islam, T. Tannert, M S. AlamReinforced wood I-joists with web opening: experimental and analytical investigations .
13:30MS3-02B: 1
M. Danzer, P. Dietsch, S. WinterReinforcement of round holes in glulam beams arranged eccentrically or in groups
13:48MS3-02B: 2
Reinforcement of timber elements in existing structures HS16
COM A R CMS3 02B
Jorge M. Branco
R. Jockwer, R. SteigerPerformance of self-tappings screws and threaded steel rods in shear reinforcement of glulam beams
14:06MS3-02B: 3
C. O'Ceallaigh, K. Sikora, D. McPolin, A. M. HarteViscoelastic creep in reinforced glulam
14:24MS3-02B: 4
H. Xiong, Y. Liu, F. LamExperimental study on lateral resistance of reinforced glued-laminated timber post and beam structures
13:30MS4-01B: 1
T. Nguyen, T. Dao, S. Aaletie, J. W. van de Lindt, K. FridleyReal-time hybrid seismic simulation of a three-story wood building with an integrated CLT-lightframe system (CLT-LiFS)
13:48MS4-01B: 2
H. Sakata, Y. Yamazaki, K. Matsuda, K. KasaiMechanical behavior and design method of passively controlled small wooden structures
14:06MS4-01B: 3
A. Iqbal, S. Pampanin, A. BuchananDuctile connections for seismic design of timber structures
14:24MS4-01B: 4
V. Bolvardi, S. Pei, J. W. van de Lindt, J. D. DolanDirect displacement design of tall CLT building with deformable diaphragms
14:42MS4-01B: 5
Seismic design and behaviour of innovative timber systems HS31
A R C E N GMS4 01B
John van de LindtStructural performance of materials
HS41
T. Grandvuinet, L. MuszynskiEffect of knots and slope of grains on the rolling shear in dimensional timber used in CLT core layers
13:30GS1-01E: 1
MATGS1 01E
Stefania Fortino
T. Aoyama, A. Kitamori, T. Mori, H. Isoda, Y. Araki, T. NakagawaEvaluation of lamination effect on in-plane bending strength of cross laminated timber
13:48GS1-01E: 2
J. Niederwestberg, Y. H. Chui, M. GongInfluence of layer and laminate characteristics on shear properties of cross laminated timber and hybrids
14:06GS1-01E: 3
S. Franke, B. Franke, N. MagniereLoad carrying capacity of cracked beams
14:24GS1-01E: 4
V. Saleh Pascha, W. WinterA comparative study on ecological impact of timber-glass-façade and conventional facade systems .
13:30GS3-04B: 1
Y.-h. Yeh, C.-k. ChiaoEnvironmental performance of timber constructions located in highly utilised area - based on realised buildings made of sawn timber or CLT
13:48GS3-04B: 2
Evaluation and comparison - ecologicalHS21
COM A R CGS3 04B
Annette Hafner
A. Hafner, S. Schäfer, K. KrauseEnvironmental footprint of timber buildings and the implementation in city planning
14:06GS3-04B: 3
Y. Niu, L. SalokangasLife cycle assessment on timber road bridges: a case study
14:24GS3-04B: 4
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1330 - 1500Time Table | Wednesday, August 24
69
TIM
E TA
BLE
Z. Ahmad, S. Aicher, Z. BakriFire resistance characteristics of glued laminated timber manufactured from Malaysian tropical hardwood timber (Malagangai): charring rate and fire classification
13:30GS4-02B: 1
R. Crielaard, J.-W. van de Kuilen, K. Terwel, G. Ravenshorst, P. Steenbakkers, A. BreunesseSelf-extinguishment of cross-laminated timber
13:48GS4-02B: 2
N. Hattori, K. Ando, T. Harada, D. Kamikawa, M. Miyabayashi, K. Nishimura, N. Kakae, K. Miyamoto, N. Nishide, T. HebiishiChallenge to two-hours fire-resistive glued laminated timber made of Japanese cedar
14:06GS4-02B: 3
V. Hofmann, M. Gräfe, N. Werther, S. WinterFire resistance of primary beam – secondary beam connections with full thread screws
14:24GS4-02B: 4
C. B. Ong, W.-S. Chang, D. Brandon, M. Sterley, M. P Ansell, P. WalkerFire performance of hardwood finger joints
14:42GS4-02B: 5
Fire engineeringHS32
A R C E N GGS4 02B
Christian Dagenais
B. Richardson, D. HindmanLateral resistance of cross-laminated timber panel-to-panel connections
13:30GS4-03E: 1
T. Garnesson, P. Galimard, S. Raji, S. Armand-Decker, J.-L. Coureau, M. PaulyMultifunction timber wall design for high loads: use of reinforced CLT thin panel
13:48GS4-03E: 2
M. A. Kovacs, L. A. WiebeControlled rocking cross-laminated timber walls for regions of low-to-moderate seismicity
14:06GS4-03E: 3
A. Sandoli, D. Moroder, S. Pampanin, B. CalderoniSimplified analytical models for coupled CLT walls
14:24GS4-03E: 4
Structural design and engineering - CLT wallsHS30
A R C E N GGS4 03E
Gary C. Williams
J. Koch, A. Simon, R. W. ArndtMonitoring of moisture content of protected timber bridges
13:30GS4-03F: 1
J. Niklewski, E. Frühwald Hansson, A. Pousette, P.-A. FjellströmDurability of rain-exposed timber bridge joints and components
13:48GS4-03F: 2
P. HammMonitoring of timber bridges by repeatedly measuring the natural frequency
14:06GS4-03F: 3
V. K. GopuApplication of FRP composites in enhancing the service life of timber bridges in severe decay zones
14:24GS4-03F: 4
F. Miebach, D. NiewerthLatest developments in timber bridge constructions
14:42GS4-03F: 5
Structural design and engineering - bridge constructions HS23
A R C E N GGS4 03F
Volker Schmid
W. Hochhauser, A. Fadai, W. Winter, M. RinnhoferTimber-glass composites: calculation and sizing concept
13:30GS4-04A: 1
F. Nicklisch, B. WellerAdhesive bonding of timber and glass in load-bearing façades – evaluation of the ageing behaviour
13:48GS4-04A: 2
A. Fadai, F. Nicklisch, M. RinnhoferTimber-glass composite: long-term behavior
14:06GS4-04A: 3
Mixed composite and hybrid structures - timber glass BIG1
A R C E N GGS4 04A
Anton Kraler
V. Rajcic, R. ZarnicHighly energy dissipative and ductile timber-glass hybrid element
13:30GS4-04B: 1
J. Barbalic, V. RajcicNumerical evaluation of seismic capacity of structures with hybrid timber - glass panels
13:48GS4-04B: 2
K. Saleh Pascha, V. Saleh Pascha, W. WinterGeometrical aspects for the design of prefabricated load-bearing timber-glass-facades
14:06GS4-04B: 3
C. Hackspiel, P. SchoberTimber-glass-composites – new ways of bracing systems in structural engineering
14:24GS4-04B: 4
A. Fadai, M. Rinnhofer, W. WinterTimber-glass composite beams: experimental study
14:42GS4-04B: 5
Mixed composite and hybrid structures - timber glass HS7
A R C E N GGS4 04B
Kay-Uwe Schober
Realized examplesHS34
E N G I M PGS5 03B
Gerald Epp
S.-J. Lee, K.-B. Shim, K.-M. Kim, S. Kim, Y.-S. Choi, H.-K. Shin, Y. Han, M.-J. ParkCondition assessment of the first vehicular timber bridge in Korea
13:30GS5-03B: 1
J. H. Mork, S. H. Dyvik, B. Manum, A. Rønnquist, N. LabonnoteIntroducing the segment lath - a simplified modular timber gridshell built in Trondheim Norway
13:48GS5-03B: 2
F. Albrecht, B. McCarthyApplication of innovative engineered driven timber piles at Ararat windfarm terminal station
14:06GS5-03B: 3
O. A. Espinoza, U. Buehlmann, M. F. Laguarda Mallo, V. Rodriguez TrujilloStatus of cross-laminated timber in North America
14:24GS5-03B: 4
Break1500 - 1510
Time Table | Wednesday, August 24 POSTER SESSIONS | 1510 - 1600
70 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
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BLE
Structural elementsHS41
M. He, J. Zhang, Z. LiCompressive behaviour of timber columns with longitudinal cracks
PS1-06: 1
MATPS1 06
Peer Haller
H. Nasu, M. Itou, T. Yoshida, K. Terui, H. KawaseStudy on suppression effect against structural performance degradation of wooden shear walls by using damping materials
PS1-06: 2
K. Kohara, M. Inada, K. Ito, Y. Kawabata, T. Takada, T. NomuraA study on the effect of the visco-elastic damper on the full scale shaking table test
PS1-06: 3
Y. Wakashima, H. Shimizu, Y. Fujisawa, K. Ishikawa, A. Kitamori, D. MatsubaraHigh damping shear walls using wood friction joints
PS1-06: 4
S. Kusumoto, S. Shioya, R. Kawabe, K. InomotoAn innovative hybrid timber structure in Japan: beam-to-beam moment resisting connection
PS1-06: 5
M.-C. Yeh, Y.-L. Lin, G.-P. HuangMoment-resisting performance of residential portal frame constructed with self-tapping screws
PS1-06: 6
A. Iqbal, S. Pampanin, M. Fragiacomo, A. BuchananResponse of plywood-coupled post-tensioned LVL walls to repeated seismic loading
PS1-06: 7
M. Hataj, R. Jára, J. Pošta, P. Kuklik Timber structural bar with triangular cross section
PS1-06: 8
T. Suda, Y. Nakamura, H. Tanahashi, Y. SuzukiExperimental study on lateral-load resistance mechanism of diagonal-crisscross reinforced lattice
PS1-06: 9
L. Melzerová, M. ŠejnohaInfluence of distribution of finger joints and timber flaws on the damage evolution of laminated glued timber beams during four point bending
PS1-06: 10
Wood modificationHS50
J.-H. Wu, K.-C. HungEffect of wood acetylation on mechanical properties and extended creep behavior of wood–recycled polypropylene composites using the time–temperature superposition principle
PS1-07: 1
MATPS1 07
Alfred Teischinger
F. S. Ferro, L. Santos, T. Almeida, F. Icimoto, F. Rocco LahrPerformance of OSB panels with different preservative treatments to dry wood termites attack
PS1-07: 2
A. Zerriaa, M. El Ganaoui, A. Tazibt, S. Gabsi, E. Masson, C. GerardinPhysical incorporation of metallic and plastic particles in timber by the nitrogen jet method "JAZOLTHOP"
PS1-07: 3
H. Ishiyama, M. Nakajima, T. Mori, Y. Noda, T. TsuchimotoImprovement of image analysis - exposure test of surface-treated steel plates on preservative-treated woods
PS1-07: 4
P. Nakos, C. Achelonoudis, E. Papadopoulou, E. Athanassiadou, E. KaragiannidisEnvironmentally-friendly adhesives for wood products used in construction applications
PS1-07: 5
A. J. P. da Silva, B. d. L. Joca, F. A. R. Lahr, G. M. e S. de Almeida, J. D. AzevedoEnabling compressed sugar cane bagasse board as concrete slab filler component
PS1-07: 6
Y. Park, Y. Han, J.-H. Park, S.-Y. Yang, H. Chung, H. Yeo Defect-free big square timber drying and heat-treating by saturated steam and superheated steam
PS1-07: 7
Y. Gao, X. Zhu, S. Yi, Y. Wu, J. Zhang, Y. QiuProperties of wood-dowel welding by high-speed rotation
PS1-07: 8
Cross Laminated Timber (CLT)HS47
M. Gu, W. Pang, M. W. StonerBending and rolling shear capacities of Southern Pine cross laminated timber (CLT)
PS1-08: 1
MATPS1 08
Christophe Sigrist
Y. Hiramatsu, A. Miyatake, T. Tamaki, K. Shindo, H. Ido, H. Nagao, M. Harada, J. OgisoEffect of layups and grades of lumber on bending strength properties of sugi (Cryptomeria japonica) cross laminated timber under in-plane loading
PS1-08: 2
K. Sullivan, T. Miller, R. GuptaBehavior of cross-laminated timber diaphragm panel-to-panel connections with self-tapping screws
PS1-08: 3
S. Ukyo, K. Shindo, A. MiyatakeEvaluation of the shear strength of cross-laminated timber under out-of-plane loading
PS1-08: 4
S.-H. Park, K.-H. Kim, S.-J. Lee, S.-J. PangBending properties of cross laminated timber with layer arrangement using different species
PS1-08: 5
H. Yagi, S. Shioya, E. TomiyoshiInnovative hybrid timber structures in Japan: bending behaviour of T-shaped CLT-to-hybrid timber composite beam
PS1-08: 6
V. Baño, D. Godoy, A. VegaExperimental and numerical evaluation of cross-laminated timber (CLT) panels produced with pine timber from thinnings in Uruguay
PS1-08: 7
C. Polanco-Tapia, J. N. Garcia, R. Arévalo-Fuentes Mechanical performance evaluation for two laminated timber growing in Colombia
PS1-08: 8
R. Masoudnia, P. Zarnani, A. Hashemi, P. QuennevilleIntroducing new board lamination to cross laminated timber
PS1-08: 9
Y. Noda, H. Ido, K.-i. Sugimoto, M. Karube, J. Ogiso, A. MiyatakeShort-column compressive strength properties of representative Japanese cross-laminated timber
PS1-08: 10
POSTER SESSIONS | 1510 - 1600Time Table | Wednesday, August 24
TIME TABLE | Poster Sessions 71
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Teaching / research
Fire - applicationsA R C E N G
PS4 05 BIG1
Stefan Winter
T. Naruse, J.-I. Suzuki, T. Mizukami, N. Yasui, M. Kawai, Y. HasemiFire resistance of cross-laminated timber in Japan
PS4-05: 1
M. P. Giraldo, L. Haurie, J. Sotomayor, A. Lacasta, J. Montón, M. Palumbo, A. Navarro Characterization of the fire behaviour of tropical wood species for use in the construction industry
PS4-05: 2
C. Dagenais, L. Osborne, S. Cuerrier-AuclairUnderstanding fire performance of wood-concrete composite floor systems
PS4-05: 3
D. Kamikawa, T. Harada, T. Inada, Y. Kuratomi, I. Shiozaki, T. MurataFireproof tests and heat conduction analyses for development of 2-hour fire resistant structures
PS4-05: 4
K. Kagiya, J.-I. Suzuki, T. Naruse Current status on fire safety regulations regarding timber buildings in Japan
PS4-05: 6
B. Zhang, X. Zhao, I. Sanderson, T. KilpatrickStructural fire design of tall timber buildings using cross laminated timber (CLT) to Eurocodes
PS4-05: 5
StructuresA R C E N G
PS4 06 BIG2
Eric Karsh
X. Sun, W. Liu, W. LuExperimental investigation on eccentric compression performance of semi-rigid joints in reticulated timber shells
PS4-06: 1
H. Nakaji, Y. SuzukiInfluence of penetrating tie beams visible from the front of wall on restoring force characteristics of mud-walls
PS4-06: 2
H. Osawa, Y. Sakamaki, N. Michiba, K. Kagawa, T. Makita, S. Takanashi, Y. Ohashi Experimental study on the properties of wooden rigid frame with structural plywood wall
PS4-06: 3
R. Arai, H. NasuStudy on suppression of performance degradation in bearing shear walls using damping materials
PS4-06: 4
G. Y. Jeong, J. H. KongEvaluate test methods on bearing property of wood peg connection
PS4-06: 7
G. Olvera, A. Borja, R. MachucaBuilding a wooden house in México with Canadian system
PS4-06: 8
V. A. De Araujo, M. Gava, J. S. Vasconcelos, E. A. M. Morales, P. R. G. Alves, J. Cortez-Barbosa, M. T. T. Gonçalves, J. N. Garcia Machinery of wooden housing industry in the Brazilian state of São Paulo
PS4-06: 9
J.-K. Oh, J.-P. Hong, C.-K. Kim, S.-J. Pang, H.-J. Lee, S.-I. Jang, M.-J. Park, J.-J. LeePrediction of shear performance on cross laminated timber wall with wall-to-wall connections
PS4-06: 6
M. Popovski, Z. Chen, B. GafnerStructural behaviour of point-supported CLT floor systems
PS4-06: 5
E N G I M PPS5 03 HS21
Michelle Kam-Biron
M. Augustin, T. LierzerFocus on cross laminated timber - the current project programme "focus_sts" at the holz.bau forschungs gmbh in Graz/Austria
PS5-03: 1
J. T. Christensen, M. F. Christensen, L. DamkildeArchitectural and structural qualities in timber joints - an attempt to establish a methodology for early conceptual design studies
PS5-03: 2
S. Kawai, A. Tabuchi Evaluating teaching effectiveness using a wooden truss bridge strength contest
PS5-03: 3
D. HindmanWood structures education in North America : survey of content and needs
PS5-03: 4
R. Németh, M. Bak, N. Horváth, J. Ábrahám, F. Fodor, K. Csupor, L. CsókaWood modification related research at the University of West Hungary
PS5-03: 5
M. D. Aprilanti, H. B. C. El Ghoz, L. d. R. Espindola, A. InoDesign workshop: proposal of social housing in Brazil
PS5-03: 6
C. Bertolini-Cestari, T. Marzi, R. MaspoliIAM (Mountain Architecture Institute): a research centre of Politecnico di Torino between teaching and dissemination
PS5-03: 7
M. Kitek Kuzman, M. Kariž Teaching timber design interdisciplinary: design and manufacturing of organic shape constructions
PS5-03: 8
C. Liang, F. Huang, M. LiGrowing with wood: practises and opportunities of wood frame construction in China
PS5-03: 9
Poster Discussion & Coffee Break1600 - 1700
COMPANY & SEMI-PLENARY LECTURES | 1630 - 1830 Time Table | Wednesday, August 24
72 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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SEMI-PLENARY LECTURES - SESSION CAudiMax
ArioCeccotti
16:30 Partner Stora Enso
16:40 Premium Partner Rotho Blaas
MAT COMComputer-based
Methods
COMPANY PRESENTATIONS1630 - 1650
1700 - 1830
17:00SPL-C: 1
Performance prediction in wood structures: the pitfalls and promise of fundamental mechanicsE. Landis, University of Maine, USA
The advantages and disadvantages of diff erent predictive simulation tools, including micromechanics, multi-scale, discrete element, and hybrid approaches are reviewed through the lens of strength prediction. A case is made that we may have backed ourselves into a corner with traditional stress-based characteristics of strength, and that a signifi cant gain can be made through development and deployment of models that are based on physically measurable material structure. Continual advances in sensing and nondestructive measurement techniques mean
that moisture, density, local grain variations, and distribution of fl aws will be measurable in situ. If the model parameters can be measured in situ, then the model utility is vastly improved by dramatically reducing the number of specimens required for statistical signifi cance. Ultimately this can accelerate code approval of new products, and enhance our ability to develop new structural design details that exploit advantages of new products.
MAT COMComputer-based
Methods
17:30SPL-C: 2
Determination of sawn timber properties using laser scanning – development potentials and industrial applications A. Olsson, Linnaeus University, Sweden
This paper starts with an overview of methods for machine strength grading of timber being used in industry. It discusses attempts that have been made over the years to improve the accuracy of diff erent grading concepts. Then a newly approved method based on laser scanning and utilization of the tracheid eff ect is presented. It utilizes high resolution data supplied by an industrial scanner and it gives, in comparison to other methods, very accurate results. Still it is based on several crude assumptions. Therefore the latter part of the paper takes a starting point in the limitations of this scanning based method and
discusses what can be done within research and development to reach an even higher grading accuracy. Future work should lead to detailed and accurate models for timber, including geometry of knots, growth layers and fi bre orientation in 3D and information of local material stiff ness properties, and it should be possible to establish such models for individual boards in productions speed. Some recent and ongoing research that contributes in this direction is discussed. With access to accurate timber models several diff erent strategies for prediction of strength and other engineering properties would be possible.
A R C E N GTimber
Engineering
18:00SPL-C: 3
The challenges for designers of tall timber buildingsA. Buchanan, University of Canterbury, New Zealand
This paper describes several major challenges facing the designers of tall timber buildings. “Tall” in this context generally means 10 storeys or more, although many of the challenges also apply to timber buildings over 4 or 6 storeys, becoming more severe as the buildings get taller. Structural design starts with the selection of structural form and structural materials, the major objective being to control lateral displacements under wind or earthquake loading. The challenges then
include the structural engineering diffi culties of wind and earthquake design, followed by design for fi re safety. Briefer reference is made to other design challenges in the areas of longevity, construction and connections. While solutions to all these challenges do exist, they can be diffi cult to fi nd or implement. Top quality advice and engineering judgement is always required.
16:35 Sponsor Malaysian Timber Council
16:40 Partner hsbcad
Festive HallAudiMax
HugoKarre
Rainer Handl
SEMI-PLENARY LECTURES | 1700 - 1830 Time Table | Wednesday, August 24
TIME TABLE |Semi-Plenary Lectures 73
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From Europe with loveG. C. Williams, Timber Systems Limited, Canada
Over the last two decades or so, increasing familiarity with European creativity in building with wood has excited wood designers and constructors world-wide. This has led to new visions of daring and adventure to change building codes and design standards, establish new manufacturing and distribution channels, all to bring expanded opportunities to work with wood that Vogue Paris describes as “a trendy
product…undoubtedly one of the most elegant building materials”. This paper will examine how the North American exposure to European product development and production techniques has contributed to the explosion of interest and vigour to challenge well established barriers to build with materials other than steel or concrete in non-residential construction.
Conference Banquet & Blue Award Ceremony | City Hall Vienna (Entrance 19:45)2000
SEMI-PLENARY LECTURES - SESSION DFestive Hall
TomiToratti
E N G I M P
Implementation
1700 - 1830
17:00SPL-D: 1
The contribution of wood to climate/energy challenges – resource policy and wood action plan using the example of SwitzerlandA. W. Kammerhofer, Federal Office for the Environment FOEN, Switzerland
Wood is an ingenious raw and construction material and offers the possibility for a substantial contribution to solving climate and energy challenges for society, economy and the environment. In order to make this potential available – in political and market context – there is a need for a resource policy approach, a need for cooperation between all
state levels and private sectors as well as with other sectoral-policies. Research and development is also necessary for essential innovations (in processes, products, material flow and systems) in addition for product and market development.
A R C E N GTimber
Engineering
17:30SPL-D: 2
Optimization process in the use of wood and wood-based materials in hybrid and composite structures M. Piazza University of Trento, Italy
The structures assembled using different materials are up-and-coming also in the timber construction industry, since these technologies allow to take full advantage of the mechanical characteristics of different materials and to optimize their performances. The examples are many and very different: composite materials, composite elements, hybrid structures. Important examples outside of the world of timber are surely the reinforced concrete elements and the steel-concrete composite structures. In the timber constructions, some interesting applications were made, at the level of material, element, structure,
specifically in the field of rehabilitation of old existing structures, where the deficiencies observed are generally ascribed to material decay or insufficient stiffness/strength presented by wooden elements. The strengthening techniques generally resort to the use of new elements or new materials, which are made to collaborate with the original timber member according to various modalities. Other more recent applications involve the use of timber structural elements or sub-structures associated with substructures made with other materials, thus realizing interesting "hybrid" structures.
E N G I M P
Implementation
18:00SPL-D: 3
74
Time Table | Thursday, August 25 PARALLEL SESSIONS | 0830 - 1000
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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Intervention on building stock - historic constructions
M. Dorn, T. K. BaderNon-linear connection models in timber engineering
08:30MS2-01B: 1
M. Izzi, G. Rinaldin, M. Fragiacomo, A. PolastriNumerical modelling of steel-to-timber joints and connectors for CLT structures
08:48MS2-01B: 2
F. Benedetti, V. Rosales, A. I. OpazoCyclic testing and simulation of hold down connections in radiata pine CLT shear walls
09:06MS2-01B: 3
B. Iraola, J. M. Cabrero, B. GilPressure-overclosure law for the simulation of contact in spruce joints
09:24MS2-01B: 4
G. Bazu, S. Mahjourian Namari, J. Wehsener, J. Hartig, P. HallerAn analytical, numerical and experimental study of non-metallic mechanical joints for engineered timber constructions
09:42MS2-01B: 5
Computational modeling of joints in timber structures BIG2
MAT COMMS2 01B
Erik Serrano
Seismic design and behaviour of innovative timber systems
A R C E N GMS4 01C HS31
Massimo Fragiacomo
H.-E. Blomgren, J.-P. Koppitz, A. Diaz Valdez, E. KoThe heavy timber buckling-restrained braced frame as a solution for commercial buildings in regions of high seismicity
08:30MS4-01C: 1
T. Miyake, M. Yasumura, N. Kawai, H. Isoda, M. Koshihara, T. Tsucimoto, Y. Araki, T. NakagawaStructural possibility of CLT panel constructions in high seismic area
08:48MS4-01C: 2
C. A. Aranha, J. M. Branco, P. B. Lourenço, G. Flatscher, G. SchickhoferFinite element modelling of the cyclic behaviour of CLT connectors and walls
09:06MS4-01C: 3
M. Schick, W. SeimLocal energy dissipators for skeleton structures - testing results and design considerations
09:24MS4-01C: 4
R. Ganey, J. Berman, L. Yao, J. D. Dolan, T. Akbas, S. Loftus, R. Sause, J. Ricles, S. Pei, J. W. van de Lindt, H.-E. BlomgrenExperimental investigation of self-centering cross laminated timber walls
09:42MS4-01C: 5
Structural performance of materialsHS41
G. Stecher, R. Maderebner, P. Zingerle, M. Flach, A. KralerCurved cross laminated timber elements
08:30GS1-01F: 1
MATGS1 01F
Gerhard Dill-Langer
D. Buck, X. Wang, O. Hagman, A. GustafssonFurther development of cross laminated timber (CLT) – mechanical tests on 45° alternating layers
08:48GS1-01F: 2
S. Aicher, M. Hirsch, Z. ChristianHybrid beech and spruce cross-laminated timber
09:06GS1-01F: 3
Structural performance of materials - connections HS50
J. Raabe, T. Costa, F. Mori, G. Tonoli, C. H. S. Del MenezziResistance of bonded joints of Eucalyptus sp. with resorcinol-formaldehyde resin modified by the addition of silica nanoparticles (nano-SiO4)
08:30 GS1-01G: 1
MATGS1 01G
Till Vallée
C. R. Frihart, J. F. BeecherFactors that lead to failure with wood adhesive bonds
08:48GS1-01G: 2
S. Koch, P. Guindos, G. Wisner, A. Zillessen, F. Fischer, M. BrodelFast curing adhesive in wooden panel construction
09:06GS1-01G: 3
W. G. Hand, B. K. Via, S. Banerjee, Q. Cheng, W. R. AshurstSoy protein substitution in phenol formaldehyde adhesive used in oriented strand board
09:24GS1-01G: 4
M. Gong, Y. H. Chui, L. LiEvaluation of adhesive bond strength of two-layer asymmetric cross-laminated LSL specimens
09:42GS1-01G: 5
New products and connectionsHS48
H. Huang, W.-S. ChangA novel timber dowel-type connection using shape memory alloy
08:30GS1-03B: 1
MATGS1 03B
Abdelhamid Bouchair
T. Schmidt, H. J. BlaßContact joints in engineered wood products
08:48GS1-03B: 2
W. Xie, W.-S. ChangEmploying super-elastic alloy to enhance the damping and re-centring capacity of a single bracket unit in traditional temples in Asia
09:06GS1-03B: 3
B. Hahn, P. HallerAdhesively bonded steel connectors for moulded wooden tubes in spatial truss structures
09:24GS1-03B: 4
J. Viguier, G. Pot, L. Bléron, R. ColletComparison between a finite element model based on grain angle detection and full-field measurements of timber in bending
08:30GS2-02A: 1
A. A. H. Cheng, J. Schneider, T. TannertEffective out-of-plane stiffness and strength of rotated cross laminated timber panels
08:48GS2-02A: 2
S.-J. Pang, J.-K. Oh, J.-P. Hong, S.-J. Lee, M.-J. Park, S.-I. Jang, H.-J. Lee, J.-J. LeePrediction of the bending strength of glued laminated timber based on the localized knot area ratio and MOE in laminations
09:06GS2-02A: 3
Modeling of materialsBIG1
MAT COMGS2 02A
John van de Lindt
R. Glencross-Grant, I. BergerThe European influence on laminated timber arch bridges in colonial Australia, 1852-90 .
08:30GS3-01B: 1
A. Müller, M. Brunner, M. Vogel, S. Lang, E. NadererHistorical timber connections
08:48GS3-01B: 2
HS16
COM A R CGS3 01B
Kaori Fujita
K. Mimura, T. Hara, H. Kato, A. Hirata, K. MitsuiSoundness assessment of structural wood members after 60 years of submersion .
09:06GS3-01B: 3
M. E. SomerBeyond vernacular: timber constructions of Istanbul
09:24GS3-01B: 4
Structural design and engineering - CLT elements
A R C E N GGS4 03G HS47
Frank Lam
A. Hashemi, W. Y. Loo, R. Masoudnia, P. Zarnani, P. QuennevilleDuctile cross laminated timber (CLT) platform structures with passive damping
08:30GS4-03G: 1
J. Wang, M. Mohammad, B. Di Lenardo, M. SultanCLT panels subjected to combined out-of-plane bending and compressive axial loads
08:48GS4-03G: 2
E. Perez-Pulgar, E. P. González-Soto, E. Saavedra Flores, S. Tapia-Vavra, J. Torelli-Conde, S. Orellana-ParadaMechanical characterization and seismic behaviour of cross laminated timber panels made of Chilean radiata pine
09:06GS4-03G: 3
A. S. Nygård, A. Björnfot, T. Tsalkatidis, R. TomasiTest method for determining the in-plane shear strength and stiffness of cross laminated timber (CLT)
09:24GS4-03G: 4
J. B. Chapman, Q. Ma, V. Pham, J. WhiteheadIntegrating CLT panels for building cores: introduction, rocking response & foundation connection testing
09:42GS4-03G: 5
M. Oppel, M. Jahreis, K. RautenstrauchNumerical constitutive model for wood with specified density function
09:24GS2-02A: 4
C. Viau, G. DoudakInvestigating the dynamic response of light-frame wood stud walls with various boundary connections when subjected to blast loads
09:42GS1-03B: 5
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 0830 - 1000Time Table | Thursday, August 25
75
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Sustainable modular building systems in wood HS7
E N G I M PMS5 03A
Michael Flach
K. C. Cheung, K. Koo, M. Al-Hussein, R. Kok, T. Sharmin, H. YuPrefabrication – the future of North American wood frame construction
08:30MS5-03A: 1
D. G. Albright, M. W. Stoner, D. N. Harding, D. A. Pastre, V. Y. Blouin, U. HeineSim[PLY]: innovative platform framing with CNC-fabricated plywood componentry
08:48MS5-03A: 2
C. Le Levé, T. Badergruber, W. Beikircher, A. Kraler, M. FlachEcological thermal refurbishment with prefabricated timber framed façade elements for mid-rise buildings
09:06MS5-03A: 3
S. Jaksch, A. Franke, M. TreberspurgA timber based attic extension system for sustainable urban densification
09:24MS5-03A: 4
Developments in wood engineering education HS21
E N G I M PMS5 05A
Mikhail Gershfeld
J. Wu, M. Li, H. Xu, W.-S. ChangLearning by doing: a joint studio experiment on the theme of timber building design
08:30MS5-05A: 1
U. BaierlippDesign build bamboo - masterstudio and summerschool
08:48MS5-05A: 2
R. KoberTeaching 'structures 1: wood', hands on in Northern Ontario
09:06MS5-05A: 3
A. Iqbal, M. Gehloff, G. WimmersA novel wood engineering education initiative
09:24MS5-05A: 4
Human perception and health in wooden buildings HS34
E N G I M PMS5 07
Elisabet Cronhjort
S. Charisi, D. Kraniotis, C. Brückner, K. NoreLatent heat sorption phenomena in three building materials: Norwegian spruce (picea abies), gypsum board and concrete
08:30MS5-07: 1
D. Kraniotis, N. Langouet, T. Orskaug, K. Nore, G. GlasøMoisture buffering and latent heat sorption phenomena of a wood-based insulating sandwich panel
08:48MS5-07: 2
K. Vahtikari, T. Noponen, M. HughesThe effect of wood anatomy and coatings on the moisture buffering performance of wooden surfaces
09:06MS5-07: 3
A. Q Nyrud, K. Strobel, K. BysheimUser perceptions of naturalness and the use of wood in the interior environment
09:24MS5-07: 4
I. Verma, Y. E. Cronhjort, M. KuittinenDesign for care - use of wood in public buildings
09:42MS5-07: 5
Structural design and engineering - connections
A R C E N GGS4 03H HS30
André Jorissen
G. Gonzalez-BeltranLocal ductility in timber beam to column connections
08:30GS4-03H: 1
P. Zarnani, A. Valadbeigi, P. QuennevilleResilient Slip Friction (RSF) joint: a novel connection system for seismic damage avoidance design of timber structures
08:48GS4-03H: 2
S. Salem, A. PetryckiExperimental testing of wood-steel-wood moment-resisting bolted connections
09:06GS4-03H: 3
J. Postupka, U. Kuhlmann, F. BrühlDuctile behaviour of dowel connections - application of the component method in timber construction
09:24GS4-03H: 4
P. Papastavrou, S. Smith, T. Wallwork, A. McRobie, N. NiemThe design of cross-laminated timber slabs with cut-back glulam rib downstands - from research to live project
09:42GS4-03H: 5
Mixed composite and hybrid structures - timber concrete
A R C E N GGS4 04C HS23
Markus Lukacevic
W. Hädicke, K. RautenstrauchLoad-bearing behavior of transversely loaded wood reinforced by polymer concrete grouting
08:30GS4-04C: 1
S. Loebus, S. WinterTwo-way spanning CLT-concrete-composite slab
08:48GS4-04C: 2
I. Sustersic, B. Brank, B. Dujic, J. Brezocnik, I. Gavric, S. Aicher, G. Dill-Langer, W. Winter, A. Fadai, T. Demschner, G. LedinekHybrid cross-laminated timber plates (HCLTP) - numerical optimisation modelling and experimental tests
09:06GS4-04C: 3
R. Lacis, L. OzolaPerformance of timber-concrete portable bridge with circular hollow section connectors
09:24GS4-04C: 4
J. Koppelhuber, A. Leitenbauer, D. HeckCalculative cost and process analysis of timber-concrete-composite ceilings with focus on effort and performance values for cost calculations of multi-storey timber buildings
09:42GS4-04C: 5
Coffee Break1000 - 1030
76
Time Table | Thursday, August 25 PARALLEL SESSIONS | 1030 - 1200
WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
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A. Livingstone, P. Patlakas, M. Milne, S. Smith, R. HairstansMulti-dimensional data fitting for the structural design of a simple timber connection
10:30 MS2-01C: 1
R. van Bakel, G. Rinaldin, A. Leijten, M. FragiacomoExperimental tests and numerical modelling of timber joints with tube fasteners
10:48MS2-01C: 2
W. BillensteinerDevelopment of a calculation method for roof diaphragms made of large-sized roof panels
11:06MS2-01C: 3
Z. Ling, W. Liu, H. Yang, W. LuNumerical simulation on bond behavior between glulam and glued-in rod
11:24MS2-01C: 4
Computational modeling of joints in timber structures BIG2
MAT COMMS2 01C
Jose Manuel Cabrero
Seismic design and behaviour of innovative timber systems
A R C E N GMS4 01D HS31
Shiling Pei
M. Yasumura, K. Kobayashi, M. OkabeFailure analysis of CLT shear walls with opening subjected to horizontal and vertical loads
10:30MS4-01D: 1
S. Ma, F. LamSeismic analysis of pin-supported CLT shear wall system equipped with low-yield-strength steel dampers
10:48MS4-01D: 2
R. Gohlich, J. ErochkoDevelopment of a heavy timber moment-resisting frame with ductile steel links
11:06MS4-01D: 3
A. Angeli, A. Polastri, E. Callegari, M. ChiodegaMechanical characterization of an innovative connection system for CLT structures
11:24MS4-01D: 4
V. Mahdavifar, A. R. Barbosa, A. Sinha, L. Muszyński, R. GuptaHysteretic behaviour of metal connectors for hybrid (high- and low-grade mixed species) cross laminated timber
11:42MS4-01D: 5
Glued-in rods – Application and design rulesA R C E N G
MS4 06 HS32
Vlatka Rajcic
E. Gonzales, C. Avez, T. Vallée, T. TannertTimber joints with multiple glued-in steel rods and the impact of defects
10:30MS4-06: 1
C. M. O'Neill, D. McPolin, S. E. Taylor, A. M. HarteGlued-in basalt FRP rods as moment connections in box section frames
10:48MS4-06: 2
V. Rajcic, M. Stepinac, J. Koscak, D. DamjanovicAssessment of the pull-out strength of glued-in rods with different test methods
11:06MS4-06: 3
M. Jahreis, K. RautenstrauchHigh efficient joint system for timber engineering with casted-in connectors
11:24MS4-06: 4
Structural performance of materialsHS41
A. Kraler, W. BeikircherInfluence of bending stress on the dynamic properties of spruce timbers
10:30GS1-01H: 1
MATGS1 01H
Anders Olsson
D. N. Lacroix, G. DoudakBehaviour of glued-laminated (glulam) beams and columns subjected to simulated blast loads
10:48GS1-01H: 2
D. N. Lacroix, G. DoudakBehaviour of FRP retrofitted glued-laminated (glulam) beams subjected to simulated blast loads
11:06GS1-01H: 3
Structural performance of materials - connections HS50
L. Bathon, F. Diehl, O. Bletz-Mühldorfer, J. Schmidt, M. WeilWooden girders with adhesive connections
10:30GS1-01I: 1
MATGS1 01I
Leander Bathon
J. Liu, F. LamExperimental test of cross laminated timber connections under bi-directional loading
10:48GS1-01I: 2
P. Zarnani, P. QuennevilleConnection wood brittle failure in cross-laminated timber (CLT)
11:06GS1-01I: 3
P. Guindos, N. RütherMethod for the calculation of the physical and mechanical properties of softwood
10:30GS2-02B: 1
T. Yojo, R. J. B. Pigozzo, M. J. de A. C. Miranda, C. O. Souza, S. BrazolinWood cell elastic model for stress and deformation analysis
10:48GS2-02B: 2
Modeling of materialsBIG1
MAT COMGS2 02B
Lech Muszynski
Structural design and engineering - floorsA R C E N G
GS4 03I HS47
Alexander Salenikovich
J. Estévez-Cimadevila, D. Otero-Chans, E. Martín-Gutiérrez, F. Suárez-Riestra, V. Lamas-LópezNew system of self-tensioning for long-span wooden structural floors
10:30GS4-03I: 1
A. Khokhar, Y. H. ChuiRibbed-plate approach to predict static and dynamic responses of timber floor with between-joists bracing
10:48GS4-03I: 2
S. E. Zimmer, M. AugustinVibrational behaviour of cross-laminated timber floors in residental buildings
11:06GS4-03I: 3
K. Lewis, B. Basaglia, R. Shrestha, K. CrewsThe use of cross laminated timber for long span flooring in commercial buildings
11:24GS4-03I: 4
I. Giongo, G. Schiro, M. Piazza, R. TomasiLong-term out-of-plane testing of timber floors strengthened with innovative timber-to-timber solutions
11:42GS4-03I: 5
Structural design and engineering - historicA R C E N G
GS4 03J HS16
Minjuan He
G. Hochreiner, G. Eßer, G. Styhler-AydinModern timber engineering methods in the context of historical timber structures
10:30GS4-03J: 1
D. Stefanoudakis, A. Fadai, W. WinterBracing ability of traditional wooden floors in Viennese buildings from the period of promoterism in case of earthquake
10:48GS4-03J: 2
I. Tsuwa, T. Nakagawa, M. KoshiharaSeismic response analysis of five-storied pagoda considering rocking motion based on 3D analytical model
11:06GS4-03J: 3
Y. Nambu, M. Sugino, S. Kobayashi, N. Takiyama, C. Watanabe, Y. HayashiStructural investigation and seismic performance evaluation of traditional wooden houses in Gojoshinmachi in Nara Prefecture in Japan
11:24GS4-03J: 4
Y. Hayashi, M. Sugino, S. Ohmura, S. TokuokaStatic loading tests and seismic performance evaluation of two-storied traditional wooden frames
11:42GS4-03J: 5
TIME TABLE | Parallel Sessions
PARALLEL SESSIONS | 1030 - 1200Time Table | Thursday, August 25
77
TIM
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Sustainable modular building systems in wood HS7
E N G I M PMS5 03B
Michael Flach
T. Badergruber, M. Flach, G. Wieland, T. EndersEnergy-efficient modular homes for refugees in Tyrol
10:30MS5-03B: 1
A. Organschi, A. Ruff, C. D. Oliver, C. Carbone, E. HerrmannTimber city: growing an urban carbon sink with glue, screws, and cellulose fiber
10:48MS5-03B: 2
P. J Beale, H. ReynoldsonDevelopment of a light weight flat pack timber wall and floor panel for housing and small scale structures in remote locations where there is no conventional construction industry
11:06MS5-03B: 3
P. Zingerle, R. Maderebner, M. FlachSystem solutions for point-supported wooden flat slabs
11:24MS5-03B: 4
Developments in wood engineering education HS21
E N G I M PMS5 05B
Peggi Clouston
P. Clouston, A. SchreyerUMass design building: a catalyst for regional change
10:30MS5-05B: 1
C. Barnes, M. Kam-Biron, U. Okoye, B. PerkinsTimber engineering education for structural engineers
10:48MS5-05B: 2
M. Schulitz, M. GershfeldInterdisciplinary design studio – timber; collaboration between architecture and engineering disciplines in higher education
11:06MS5-05B: 3
M. K. Donofrio, J. Sheine, M. GershfeldThe R&D (Research and Design) studio: a model for integrated design studios fostering material innovation
11:24MS5-05B: 4
C. Frenette, K. Lajoie, F. Chaurette, G. Beaulieu, L. PoliquinSpread the knowledge: educational strategies implemented in Quebec to support the expertise in wood design
11:42MS5-05B: 5
Mixed composite and hybrid structures - timber steel
A R C E N GGS4 04D HS23
Petr Kuklik
F. Riola Parada, W. Winter, K. TavoussiLong-term testing of timber-steel hybrid beams
10:30GS4-04D: 1
K. Tavoussi, W. Winter, A. Bradley, F. Riola ParadaSemi-rigid joints of timber-steel hybrid beams for multi-storey buildings
10:48GS4-04D: 2
A. Valadbeigi, P. Zarnani, P. QuennevilleDynamic evaluation of hybrid timber-steel moment-frame structure using resilient slip friction connections
11:06GS4-04D: 3
S. SalemExperimental testing of steel-wood-steel glulam frame bolted connections
11:24GS4-04D: 4
C. Koj, M. Trautz, A. PranjicReinforcing glued laminated timber with ab initio embedded steel sheets
11:42GS4-04D: 5
Mixed composite and hybrid structures - various
A R C E N GGS4 04E HS30
Jeno Balogh
S. Shioya, T. Koga, Y. Kumon, K. Outsuki, K. UchimuraAn innovative hybrid timber structure in Japan: performance of column and beam
10:30GS4-04E: 1
C. Gilbert, J. ErochkoAdaptation of advanced high R-factor bracing systems into heavy timber frames
10:48GS4-04E: 2
V. Schmid, Ö. YildizConstructive wood protection for modern timber structures with polyurethane thick film coatings
11:06GS4-04E: 3
N. S. BergenCase study of UBC Brock Commons - construction details and methods
10:30GS5-04: 1
J. d. N. BastosAn heritage manège building – a timber roof structure design and detailing
10:48GS5-04: 2
Y. Lu, K. NamkungParametric tectonics: a reflection on the construction of the China pavilion for Expo Milano 2015
11:06GS5-04: 3
P. Fast, B. Gafner, R. Jackson, J. LiCase study: an 18 storey tall mass timber hybrid student residence at the University of British Columbia, Vancouver
11:24GS5-04: 4
Realized buildingsHS34
E N G I M PGS5 04
Peter Moonen
Break1200 - 1210
78 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria
TIM
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Time Table | Thursday, August 25 CLOSING & PLENARY LECTURE
PLENARY LECTURE SESSION BAudiMax
Wolfgang Winter
A R C E N GTimber
Engineering
Closing1240 - 1300
1210 - 1240
12:10PL-B:1
Timber awakening in AmericaG. Epp, Structurecraft, Canada
Being endowed with a wealth of timber, America has a long history of its use in construction. By the end of the nineteenth century, cities were building multi-storey commercial buildings using heavy timber, and, because of fire concerns, were building large floor plates out of what we would now call mass timber. With advances in structural steel and then reinforced concrete, such use died out. However, the recent
development in Europe of prefabricated mass wood panels, along with wood’s natural aesthetics and sustainability features, has led to renewed interest in North America. With the 2008-2014 recession behind us, American developers and architects are now pursuing mass timber with vigour.
Technical Tour Timber in Vienna Group 11400 - 2100 Technical Tour Timber in Vienna
Group 21400 - 2100
Technical Tour Grazone day tour800 - 2100 Technical Tour Graz and Carinthia
two day tourFri 730 - Sat 2100
Technical Tour Along the DanubeGroup 1
800 - 2030 Technical Tour Along the DanubeGroup 2
800 - 2030
Friday, August 26
Farewell1300 - 1400
Stiege 8
Stiege 2
Stiege 6
Stiege 7
Stiege 1
Stiege 5
Stiege 10
Stiege 7a
Stiege 12
Stiege 9
92 LAASRÖH
Hof VI
Hof VIIIHof VII
Hof V
Hof I Hof II
HS33
KLE
INE
RLE
SE
SA
AL
GROSSERLAASESEL
BusinessLounge
Hof IVHof III
Stiege 3
Stiege 4
First floor1. Obergeschoss
Hof VIIIHof VII
Hof V
Hof I Hof II
Hof VI
HS46
HS42
Stiege 8
Stiege 7
Stiege 9
Stiege 5Stiege 6
HS45
Hof IVHof III
Stiege 3
Stiege 4
Second floor2. Obergeschoss
ARCADE COURTARKADENHOF
ARCADE COURTARKADENHOF
Elise-Richter
0 10 20 30 m
ExitAusgang
ElevatorAufzug
LadiesnemaD CW
MennerreH CW
DisabledCW netredniheB
kseD noitamrofnIPortier
smooR gniteeMemuärsgnutlatsnareV
saerA troppuSemuärtroppuS
Food & BeverageseimonortsaG
moorkaolCGaderobe
4102 rebotkO dnatS ,tnemeganamsgnutlatsnareV - neiW tätisrevinU ©
Common AreasGänge
ATM/Cash DispensertamoknaB
Water dispenser Wasserspender
HS50
HS47
HS48
HS23
Erika-WeinzierlMeeting room
HS30
HS31
HS32
HS41
Festive Hall
HS27Preview Center
Business Center
Expositions
UNIVERSITÄTSRINGUNIVERSITÄTSRING
REICHSRATSSTRASSE
Hof VIIIHof VII
Hof V
Hof I Hof II
Stiege 7Stiege 1
Stiege 2Stiege 8
Stiege 12Stiege
10
REICHSRATSSTRASSE
Stiege 9
Stiege 5
MAIN ENTRANCEHAUPTEINGANG
Hof IVHof III
Stiege 3
Stiege 4
Ground floorHochparterre
Arkadencafé
UNIVERSITÄTSRINGUNIVERSITÄTSRING
REICHSRATSSTRASSE
Hof IV
Hof V
Hof III
ARCADE COURTARKADENHOF
REICHSRATSSTRASSE
HS24
HS26
PRO
MIN
ENTEN
-ZIM
MER
Stiege 12
Gallery
Stiege 11
Stiege 10
Stiege 3
Stiege 4
BasementTiefparterre
Hof VII
ARCADE COURTARKADENHOF
ATERING
Catering Catering
Catering
0 10 20 m 03
BIG 2 BIG 1
AudiMax
HS34
HS21
Marietta-BlauPremium Partner-VIP Room
HS7
HS16
ExitAusgang
ElevatorAufzug
LadiesnemaD CW
MennerreH CW
DisabledCW netredniheB
kseD noitamrofnIPortier
smooR gniteeMemuärsgnutlatsnareV
saerA troppuSemuärtroppuS
Food & BeverageseimonortsaG
moorkaolCGaderobe
4102 rebotkO dnatS ,tnemeganamsgnutlatsnareV - neiW tätisrevinU ©
Common AreasGänge
ATM/Cash DispensertamoknaB
Water dispenser Wasserspender
Lockers
Luggage storageonly open Wed & Thu
Exhibition Area
Poster AreaRegistration
Area