Time Table | Monday, August 22 - Home: WCTE...

Time Table | Monday, August 22

TIME TABLE | Opening & Plenary Lectures 1

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

2

Time Table | Monday, August 22 PARALLEL SESSIONS | 1330 - 1500

WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria

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

3

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

4 WCTE 2016 World Conference on Timber Engineering August 22-25, 2016 | Vienna, Austria

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)

: 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. Violante, E. De MasiHidden 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 5

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: 5cancelled

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: 10moved to PS4-06

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: 2cancelled

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: 5moved to PS5-02

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


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 7

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

8

Time Table | Tuesday, August 23 PARALLEL SESSIONS | 0830 - 1000


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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


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


PARALLEL SESSIONS | 0830 - 1000Time Table | Tuesday, August 23

9

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: 2cancelled

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


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

10



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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


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


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


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


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



11

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

StefanoPampanin

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

12



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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


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


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: 5cancelled

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

AlirezaFadai

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


MAT COMGS2 01C


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



13

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


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: 4cancelled

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


JointsHS41

J. Kowal, M. AugustinSHERPA - standardized timber connection system based on aluminium plates and inclined fully threaded screws

PS1-03: 1

MATPS1 03

AlirezaFadai

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: 7cancelled

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: 5cancelled

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


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: 1cancelled

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

PS5-02:7cancelled

B. MisztalWooden shell domes

PS5-02: 8


S. Bjarnadottir, Y. Li, M. G. Stewart, O. ReynissonEconomic viability of adaptation for timber distribution poles considering climate change

PS5-01: 5new

Time Table | Tuesday, August 23


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


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 17

SEMI-PLENARY LECTURES | 1700 - 1830

SEMI-PLENARY LECTURES - SESSION BFestive Hall

Alexander Salenikovich


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.


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.


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.

18

Time Table | Wednesday, August 24 PARALLEL SESSIONS | 0830 - 1000


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


MAT COMMS2 02E

Josef Füssl

Design of tall wood buildings for lateral loadsA R C E N G

MS4 03 HS31

AlessandroPalermo

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


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: 2cancelled

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


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: 1cancelled

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


PARALLEL SESSIONS | 0830 - 1000Time Table | Wednesday, August 24

19


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: 5cancelled

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


20



Reinforcement of timber elements in existing structures


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


MAT COMMS2 02F


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


A R C E N GMS4 01A HS31

Massimo Fragiacomo

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


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


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



21

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: 5moved to PS4-06

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

22




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: 3moved to MS4-06

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


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



23

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


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


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


C. Dorn, A. Stief, K. Rautenstrauch, W. HädickeHybrid wall-slabs for multi-storey buildings – made of timber with a directly applied mineral cover layer

GS4-03C: 5new

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: 10new

COMPANY & SEMI-PLENARY LECTURES | 1630 - 1830 Time Table | Wednesday, August 24


SEMI-PLENARY LECTURES - SESSION CAudiMax

ArioCeccotti

16:30 Partner Stora Enso

16:40 Premium Partner Rotho Blaas


Methods


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.


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 buildingsF. Sarti (on behalf of A. 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 27

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

28

Time Table | Thursday, August 25 PARALLEL SESSIONS | 0830 - 1000


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


MAT COMMS2 01B

Erik Serrano


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


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: 2cancelled

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


PARALLEL SESSIONS | 0830 - 1000Time Table | Thursday, August 25

29

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


30

Time Table | Thursday, August 25 PARALLEL SESSIONS | 1030 - 1200


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


MAT COMMS2 01C

Jose Manuel Cabrero


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


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

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: 3new


PARALLEL SESSIONS | 1030 - 1200Time Table | Thursday, August 25

31

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: 3cancelled

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


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

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