M.Tech. Programme in STRUCTURAL ENGINEERING Structures 19-20.pdfCourse structure for M.Tech(Civil...

M.Tech. Programme in

STRUCTURAL

ENGINEERING

2019 Regulations

GAYATRI VIDYA PARISHAD COLLEGE OF ENGINEERING

(AUTONOMOUS)

AFFILIATED TO JNTU-

KAKINADA

MADHURAWADA,

VISAKHAPATNAM

Course structure for M.Tech(Civil Engineering) – Specialization in Structural Engineering

Semester-I

S.No

Course Type

Course Code

Name of the course

Teaching

Scheme

L P C

1 Professional Core 1 19CE2201 Advanced Structural Analysis 3 0 3

2 Professional Core 2 19CE2202 Structural Dynamics 3 0 3

3 Professional Core 3 19CE2203 Analysis and Design of Concrete Shells and Folded Plates

3 0 3

4 Professional Elective-I 3 0 3 19CE2250 1. Advanced Reinforced Concrete Design

19CE2151 2. Advanced Concrete Technology

19CE2251 3. Structural Health Monitoring

19CE2252 4.Theory of Elasticity

5 Professional Elective-II 3 0 3

19CE2253 1.Design of Reinforced Concrete Foundations

19CE2254 2. Plastic analysis and Design

19CE2155 3. Repair and Rehabilitation of Structures

6 HS 19HM2101 Research Methodology and IPR 2 0 2

7 Core Lab I 19CE2204 Experimental Techniques in Structural Engineering Lab

0 3 1.5

8 Core Lab(Elective) 0 3 1.5 19CE2156 1. Basic Computation Lab

19CE2255 2. Structural Health Monitoring Lab

Total 17 6 20

Semester-II

S.No Course Type Course Code Name of the course Teaching Scheme

L P C

1 Professional Core 4 19CE2205 Advanced Steel Structural Design 3 0 3 2 Professional Core 5 19CE2206 Prestressed Concrete Design 3 0 3

3 Professional Core 6 19CE2207 Finite Element Analysis 3 0 3 4 Professional Elective-III 3 0 3

19CE2256 1. Bridge Engineering

19CE2257 2. Stability of Structures

19CE2258 3. Fracture Mechanics of Concrete Structures

19CE2259 4.Wind and Earthquake Resistant Design of Buildings

5 Professional Elective-IV 3 0 3 19CE2260 1. Design of Tall Buildings

19CE2261 2. Structural Optimization

19CE2164 3. Port and Harbour Structures

6 Core Lab II 19CE2208 Structural Design Lab 0 3 1.5 7 Core Lab(Elective) 0 3 1.5

19CE2262 1. Bridge Design Studio

19CE2263 2.Virtual Lab for Structural Engineering

Open Elective 2 0 2

8 19CH21P1 1. Waste as a Source of Energy

19ME21P1 2. Operations Research

19ME21P2 3. Composite Materials

Total 17 6 20

http://www.gvpce.ac.in/MTechSyl14-15/3%20Structural%20Engineering(Civil)/Structural%20Dynamics.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/adcs.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/act.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/etselab.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/etselab.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/assd.pdfhttp://www.gvpce.ac.in/Mtechsyl2015-2016/structural%20engineering/pscd.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/femsa.pdfhttp://www.gvpce.ac.in/Mtechsyl2015-2016/structural%20engineering/be.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/erds.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/erds.pdfhttp://www.gvpce.ac.in/syllabi/MTech15-16/structural%20engineering/erds.pdf

Semester- III

Course Category Course Code

Name of the course Teaching Scheme

L P C

Audit Course – 1 19HM21A1 1. Constitution of India 1 0 0 Audit Course – 2 19HE21A1 1. English for Research Paper Writing. 1 0 0 Industrial Training / Pedagogy

19CE22IT 19CE22PT

1. Industrial Training 2. Pedagogy Training

0 0 2

Dissertation 19CE22T1 Dissertation (Phase-I) 0 0 10 Total 2 0 12

Semester- IV

Course

Category Course Type /

Code

Name of the course Teaching Scheme

L P C

Dissertation 19CE22T2 Dissertation (Phase-II) 0 0 16 Total 16

Total Credits for the programme = 20+20+12+16=68

SYLLABI

FOR

I-SEMESTER

ADVANCED STRUCTURAL ANALYSIS

(Professional Core)

Course Code: 19CE2201 L P C 3 0 3

Course Outcomes:

At the end of the course, the student will be able to: CO1:Know the type of non-linearity and its analysis.

CO2:Analyse beams and building frames by stiffness method.

CO3: Apply the concept of ILDs for beams and trusses.

CO4: Analyse cables and suspension bridges. CO5: Apply Rayleigh Ritz method and Galerkin’s method for beams

and bars.

UNIT-I (10-Lectures)

NON-LINEAR ANALYSIS: Introduction, types of non-linearity, Methods of non-linearity, analysis of material non-linear problems,

analysis of geometric non-linear problems, contact nonlinearity,

Newton Raphson methods

LO1:Understand the concept of non-linear analysis. LO2:Analyse different types of non-linear problems.

UNIT-II (10-Lectures)

Degree of static and Kinematics indeterminacy STIFFNESS METHOD: Analysis of Indeterminate beams, frames and trusses by stiffness matrix method including support settlements (up to maximum Kinematic indeterminacy of 3 degree).

LO1:Analyse indeterminate beams using stiffness method.

LO2:Analyse the frames using stiffness method. LO3:Analyse the trusses using stiffness method.

UNIT-III (10-Lectures)

FLIXIBILITY METHOD:

Analysis of Indeterminate beams, frames and trusses by flexibility method including support settlements (up to maximum static

indeterminacy of 3 degree).

LO1:Analyse indeterminate beams using flexibility method.

LO2:Analyse the frames using flexibility method. LO3:Analyse the trusses using flexibility method.

UNIT-IV (10-Lectures)

INFLUENCE LINES: Analysis of indeterminate beams, three hinged arches, two hinged arches using Influence Line Diagram

(ILD). LO1: Draw the ILD’s of indeterminate beams and analyse.

LO2: Draw the ILD’s of three hinged arches and analyse.

LO3: Draw the ILD’s of two hinged arches and analyse.

UNIT-V (10-Lectures)

CABLES AND SUSPENSION BRIDGES: Introduction, Equation of the cable, General Cable theorem, horizontal reaction for uniformly

loaded cable, Tension in the cable supported at same and different

levels, lengths of the cable when supported at the same and different levels.

LO1: Understand the behavior of suspension cables. LO2:Compute the tension in the cable supported at same and different levels.

LO3:Determine the lengths of suspension cable when supported at

the same and different levels.

Text Books

1. Weaver and Gere, Matrix Analysis of Framed Structures – 3rd

Edition, Van Nostrand Reinhold New York, 1990

2. G.S. Pandit & S.P. Gupta, “Structural Analysis–A Matrixapproach”,2ndEdition, Tata McGrah Hill Companies, 2011.

3. Devdas Menon, “StructuralAnalysis”,2nd Edition, Narosa Publications, 2012.

References

1. S.B. Junarkar, “Mechanics of Structures”, 3rd Edition,

Dhanpat Rai Publications, 2011.

2. V.K. Manicka Selvam, “Finite Element Premier”, 3rd Edition,

Dhanapat Rai Publications, 2011.

3. S. Ramamrutham & R. Narayanan, “Theory of Structures”,

9thEdition, Dhanapat Rai Publications, 2012.

STRUCTURAL DYNAMICS

(Professional Core)

Course Code: 19CE2202 L P C

The students will be able to:

3 0 3

CO 1. Describe the basic terminology involved in structural dynamics and free vibration concepts.

CO 2. Describe the cause and response of SDOF force vibration.

CO 3. Analyze the response for pulse excitation .

CO 4. Analyze the behavior for multi-degree of freedom system.

CO 5. Analyze the beams for dynamic loads.

UNIT –I:

BASICS OF STRUCTURAL DYNAMICS AND FREE

VIBRATION (10-Lectures)

Types of Analysis/Static and Dynamic load; Degrees of Freedom;

Dynamic Equilibrium Equation ; Solution of Equilibrium Equation;

Undamped free Vibration and Solution, Natural Period/Frequency; Energy in Free Vibration; Damped Free Vibration; Types of damping

; Logarithmic decrement.

LO1:Learn basic terminologies in structural dynamics

LO2:Derive the response to SDOF free vibration

UNIT –II:

FORCED VIBRATION OF SINGLE DEGREE OF FREEDOM

(10-Lectures)

Undamped Forced vibration ; Amplitude & Phase Angle ; Dynamic amplification factor for deflection (Rd); Damped Forced vibration ;

Relationship between Rd, Rv and Ra. Resonant frequency and Half

power band width.

LO1:Learn the concept of forced vibration and its response for SDOF

LO2:Derive equations of damping ratio

UNIT –III:

RESPONSE TO ARBITRARY MOTIONS (10-Lectures)

Response to Unit Impulse; Response to Arbitrary Force (Duhamel’s

Integral); Response to Step and Ramp Forces; Response to

Rectangular Pulse, Half Sinusoidal wave

LO1:Understand the concept of pulse forces. LO2:Derive response to pulse forces during arbitrary motion.

UNIT –IV:

MULTI-DEGREE OF FREEDOM SYSTEMS (10-Lectures)

Equation of Motion for MDOF System; Response of Multi-Degree of

Freedom Systems A.K.Natural Frequencies and mode Shapes; Modal

Orthogonality; Approximate Method for finding Natural frequency; Response Spectrum Analysis

LO1:Understand the behavior of MDOF and its equation of motion LO2:Derive response to MDOF and Response spectrum analysis

UNIT –V:

DYNAMIC RESPONSE OF CONTINUOUS SYSTEMS

(10-Lectures)

Vibration of Continuous systems ; Shear behavior and bending behavior of beams; Generalized SDOF

GROUND MOTION Base Excitation, response to base excitation, Transmissibility.

LO1:Understand the concept of continuous system, mass distribution

LO2:Derive modal frequency for various modes for beams

LO3: understand the response to base excitation

Test Books

1. Chopra A. K., ―Dynamics of Structures‖, 3 rd Edition, Pearson

edition, 2007.

2. Mario Paz, William Leigh., ―Structural Dynamics: Theory and

Computation‖, 5thedition, Springer. 2003.

References

1. Raymond W. Clough, Joseph Penzien, ―Dynamics of Structures‖,

McGraw-Hill Book Company.

2. W. Weaver, Jr., S. P. Timoshenko, D. H. Young. ―Vibration

Problems in Engineering‖, 4th Edition. 2010.

ANALYSIS AND DESIGN OF CONCRETE SHELLS AND

FOLDED PLATES

(Professional Core )


Course Outcomes:

At the end of the course, the student will be able to: CO1: Classify the shells and know the shell action.

CO2: Understand the bending theory of cylindrical shells. CO3: Design and detail cylindrical shells. CO4: Analyse and detail folded plates. CO5: Analyse and design doubly curved shells.

UNIT–I (10-Lectures)

SHELL CLASSIFICATION AND SHELL ACTION:

Singly curved and doubly curved shells – shells of translation and

rotation – ruled surfaces – synclastic and anti-clastic shells – stress- resultants in a plate element and a plate-shell element –

equilibrium equations for membrane stress- resultants –

application to a simply supported cylindrical shell – limitations of the membrane theory.

LO1 : Classify different types of shells.

LO2: Understand the concept of shell action.

UNIT–II (10-Lectures)

BENDING THEORY OF CYLINDRICAL SHELLS:

Theory of circular cylindrical shells with combined action of membrane and bending stress-resultants – derivation of D-K-J

equation – use of ASCE Manual No. 31 method for analysis and

design of long shells and short shells without edge beams.

LO1: Understand the concept of bending action in cylindrical shells.

LO2: Analyse and Design of long and short shells using ASCE

manual.

UNIT–III (10-Lectures)

SIMPLIFIED DESIGN AND DETAILING OF CYLINDRICAL

SHELLS:

Simplified beam theory of simply supported long cylindrical

shells with and without edge beams – design of end diaphragms – detailing of reinforcement in shells, edge beams and end

diaphragms.

LO1 : Understand the concept of beam theory of cylindrical shells.

LO2: Detail reinforcement in shells.

UNIT–IV (10-Lectures)

FOLDED PLATES:

Structural behavior of trough type folded plate roofs–slab-beam

analysis of folded plates – correction analysis for edge shears – stress distribution – correction analysis for deflection and rotation –

reinforcement in folded plates.

LO1 : Study the structural ehavior of folded plates.

LO2: Analyse of folded plates for deflection and rotation.

LO3: Detail reinforcement in folded plates.

UNIT–V (10-Lectures)

DOUBLY CURVED SHELLS:

Membrane theory for doubly curved shells of revolution – stress-

resultants in a spherical dome – membrane theory of doubly curved shells other than shells of revolution – approximation for

shallow shells – stress-resultants in an umbrella type HP shell roof

– example of design of a HP shell roof.

LO1 : Understand the concept of membrane theory for doubly curved

shells.

LO2: Discuss the stress resultants and design HP shell.

Text Books

1. G.S. Rama Swamy ―Design and Construction of Concrete Shell Roofs‖ CBS Publishers & Distributors, 485, Jain Bhawan

Bhola Nath Nagar, shahotra, Delhi.

2. ASCE Manual of Engineering practice No. 31, Design of cylindrical concrete shell roofs ASC, New York.

3. P.C. Varghese ―Design of Reinforced Concrete Shells and

Folded plates‖, PHI Learning Private Limited, New Delhi

(2010).

References

1. B.K. Chatterjee, ―Theory and Design of Concrete Shells‖ Chapmann & Hall, New York, 3rdEdition.

2. K. Chandrasekhara, ―Analysis of Thin Concrete Shells‖ Oxford and IBH, Kolkata, 1971.

3. Bandopadhyay J.N.,―Thin Shell Structures‖ New Age International Publishers, New Delhi,1986.

ADVANCED REINFORCED CONCRETE DESIGN

(Professional Elective I)


3 0 3

Course Outcomes:

At the end of the course the student will be able to

CO1:Estimate the crack width and deflection with regard to the serviceability.

CO2:Analyse and design a flat slab system and PT slab system. CO3:Analyse and design corbels, brackets and nibs.

CO4:Discuss concrete walls for vertical loads.

CO5:Analyse and design bunkers, silos and chimneys.

UNIT – I (10-Lectures)

DEFLECTION AND CRACK WIDTH ESTIMATION:

Deflection of Reinforced Concrete Beams and Slabs: Introduction, Short-term deflection of beams and slabs, Deflection due to imposed

loads, Short-term deflection of beams due to applied loads,

calculation of deflections by IS 456, including long-term deflections due to creep and shrinkage – Deflection requirements according to IS

456, deflection of slabs.

Estimation of Crack width in Reinforced Concrete Members: Introduction, Factors affecting crack width in beams, Mechanisms of

flexural cracking, Calculation of crack widths, simple empirical

method, Estimation of crack width in beams by IS 456 shrinkage and thermal cracking.

LO1 :Evaluate short term and long term deflections in beams

and slabs.

LO2 :Estimate the crack width in beams and slabs.

UNIT–II (10-Lectures)

ANALYSIS AND DESIGN OF FLAT SLABS: Introduction,

Proportioning of flats labs, Determination of bending moment and shear force, direct design method, equivalent frame method –

Reinforcement Detailing –Yield line theory slabs.

YIELD LINE ANALYSIS

Yield line analysis and case studies

LO1 :Analyse and design of flat slab system.

LO2 :Analyse and design of PT flat slab system.

UNIT – III (10-Lectures)

DESIGN OF CORBELS, BRACKETS AND NIBS

Introduction – Allowable shear, Dimensioning, Analysis and Design

of Corbels and Brackets. Design of Nibs- Reinforcement detailing.

LO1 :Discuss the applications of corbel, bracket and nib. LO2 :Analyse and design of corbels and brackets.

UNIT – IV (10-Lectures)

DESIGN OF CONCRETE WALLS CARRYING VERTICAL

LOADS

Slenderness ratio of walls –Slenderness limits – Design of RC walls

as per IS 456, design of plain walls, reinforcement, General

considerations, design procedure – Types of loads on the walls – Concentrated loads on walls.- Reinforcement Detailing.

LO1:Discuss shear wall design in RC buildings. LO2 :Apply various provisions including detailing in design of shear walls.

UNIT – V (10-Lectures)

RC BUNKERS AND SILOS: Introduction, Design of rectangular

bunkers, circular bunkers and silos,including Reinforcement

Detailing.

RC CHIMNEYS: Introduction, Design factors, Stresses due to self

weight, wind and temperature, Combinations of stresses-

Reinforcement Detailing.

(No derivations, only applications of principles to be covered)

LO1 :Analyse and design of bunkers and silos.

LO2 :Analyse and design of chimneys

Text Books

1. Pillai and DevadasMenon, ―Reinforced Concrete Design‖, 2nd Edition, Tata McGraw Hill Publishing Co. Ltd., 2003.

2. Varghese P.C. ―Advanced Reinforced Concrete Design‖,

2ndEdition, Prentice – Hall of India, , 2008.

3. KrishnamRaju, N. ―Design of Reinforced Concrete Structures‖,

2nd Edition, CBS Publishers and Distributors, New Delhi, 2007.

References

1. Park R.andPaulay T, Design of Reinforced concrete structures, John Willay and sons, New York, 1974.

2. Varghese P.C. ―Limit State Design of Reinforced Concrete‖, 2ndEdition, Prentice – Hall of India, 2012.

3. Bhavikatti S. S. ―Advance RCC Design‖, 3rd Edition, New Age

International Private Limited, 2008.

4. Indian Standard Code 456- 2000, ―Code of Practice for plain and Reinforced Concrete‖, British Standard Code-2000.

5. Special Publications SP-16, ―Design Aids for Reinforced

Concrete‖, of IS: 456-2000.

6. Special Publications SP-34, :handbook and concrete reinforcement and detailing‖

7. PurushothamanP, ―ReinforcedConcrete Structural Elements‖, 3rdEdition, Tata McGraw- Hill Publishing Co, 2004.

ADVANCED CONCRETE TECHNOLOGY (Professional Elective-I)


Course Outcomes: At the end of the course, the student will be able to: CO1: Discuss the concrete ingredients and it’s influence at gaining

the strength.

CO2: Design of concrete mix and grade as per Standard IS design codes.

CO3: Summarise the concepts of conventional concrete and its differences with other concretes like no fines, light weight etc.

CO4: Describe the application and use of fibers in reinforced concrete.

CO5: Design and develop self compacting and high performance concrete.

UNIT I (10-Lectures) Properties of cement, Fine aggregate and coarse aggregates,

Additives and Admixtures in Concrete, Rheology of Concrete. Creep and shrinkage,grading curves

LO1: Discuss the concepts involved in rheology of concrete

LO2: Discuss the ingredients of concrete, Additives and Admixtures.

UNIT – II (10-Lectures) Manufacturing and methods of concreting, Properties of fresh and

hardened concrete, mix design by I.S. method,Non destructivetesting,Durability of concrete

LO1: Design of concrete mix as per IS method

LO2: List out the properties of concrete

UNIT –III (10-Lectures) Design and manufacture of normal concrete, Light weight concrete – Cellular concrete – No fines concrete – Aerated & foamed concrete.underwater concreting

LO1: Summarise the concepts of normal concrete LO2: Summarisethe concepts of special concrete

UNIT – IV (10-Lectures)

Design and manufacture of fiber reinforced concrete – Polymer concrete – Fly ash concrete, self curing concrete, ready mix concrete.

Geopolymer concrete

LO1: Describe the concepts involved in manufacturing of fiber

reinforced concrete

LO2: Describe the applications of special concrete


Design and manufacture of Self compacting concrete – High

performance concrete – ultra high strength concrete – High density

concrete,Blended concrete ,Ready mix concrete

LO1: Develop the concepts involved in manufacturing process of self

compacting concrete LO2: Summariseabout high strength and high performance concrete.

Text Books 1. Neville, A.M., ―Properties of Concrete‖, 3rd Edition, Longman

Scientific and General, 1992. 2. Shetty, M.S., “Concrete Technology”, 3rd Edition, S.Chand

Publications, 2008 3. Shanta Kumar A.R., “Concrete Technology”, 2nd Edition,

Oxford University Press, New Delhi, 2000.

References

nd

1. Neville, A.M. and Brookes ,J.J., “Concrete Technology”, 2

Edition, Pearson Education, 2010. nd

2. Krishna Raju.N, ―Design of Concrete Mixes‖, 2 Publishers and Distributors, 2009.

Edition, CBS

nd

3. Gambhir, M.L., “Concrete Technology”, 2 Edition, Tata McGraw Hill Publishers, New Delhi, 2009.

STRUCTURAL HEALTH MONITORING (Professional Elective-I)



3 0 3

CO 1. Understand the fundamentals of structural dynamic

CO2.Analyze the need and challenges of Structural Health

Monitoring (SHM).

CO 3. Describe various methods of damage detection

CO 4. Apply the Structural Health Monitoring technique for building. CO 5. Apply the Structural Health Monitoring techniques for bridge.


NDT Evaluations : - Concrete strength assessment –Rebound hammer test – Ultrasonic pulse velocity tests, penetration resistance, pullout

tests, core sampling and testing, chemical tests – carbonation,

chloride, content and corrosion problem. LO1 : Understand the procedure for strength assessment test.

LO2 : Understand the procedure for chemical attach tests.


INTRODUCTION TO STRUCTURAL HEALTH

MONITORING:

Factors affecting health of structures, SHM scheme, various steps in

SHM, damage diagnostic methods, challenges in SHM, Experimental

modal analysis, operational modal analysis and combined methods LO1: Factors affecting SHM and schemes for SHM

LO2: Understand the challenges in SHM

LO3: Experimental modal analysis and operational modal analysis


METHODS OF DAMAGE DETECTION: Vibration Control & SHM Damage Diagnostic methods based on

vibration response, Method based on modal frequency/shape/damping, Curvature and flexibility method, Modal

strain energy method, Sensitivity method, Baseline-free method.

LO1: Learn the damage detection methods based on vibration LO2: Apply the various techniques for damage detection in structures


HEALTH MONITORING SYSTEMS OF BUILDING

STRUCTURES:

Numerical modeling– Use of sensors – Data acquisition techniques –

Data Processing – Diagnostic techniques – Wireless sensor network –

Rehabilitation techniques.

LO1: Learn the numerical modeling of buildings. LO2: Understand sensors in SHM and data acquisition techniques.


HEALTH MONITORING OF BRIDGES: Measurement of Parameters, Sensors/Transducers technologies,

Measurement & Health monitoring Techniques: Vibration signal

analysis, Strain gage based Instrumentation, Destructive & Non- destructive testing, Load Test, etc.

LO1: Evaluate the measuring parameters, LO2: Understand health monitoring techniques. LO3 : Understand the suitability of various instruments used to

extract the parameters.

Text books:

1. Charles R Farrar, and Keith Worden: Structural Health Monitoring: A Machine Learning Perspective, John Wiley &

Sons , first edition, 2012-2013.

2. Nagayama, T. and Spencer Jr, B.F., 2007. Structural health monitoring using smart sensors.Newmark Structural

Engineering Laboratory. University of Illinois at Urbana- Champaign.

References

1. Glisic, B. and Inaudi, D., 2008. Fibre optic methods for structural health monitoring. John Wiley &Sons.

2. Do, R., 2014. Passive and active sensing technologies for structural

health monitoring. University of California, San Diego.

https://my.multimediabooks.site/id/?book=1119994330https://my.multimediabooks.site/id/?book=1119994330https://my.multimediabooks.site/id/?book=1119994330

THEORY OF ELASTICITY (Professional Elective-I)


3 0 3

Course Outcomes: At the end of the course the student will be able to

CO1 : Discuss plane stress and plane strain in a given situation.

CO2 : Analyse the two dimensional problems using Airy’s stress

function.

CO3 : Solve linearly elastic bodies using Hooke’s law.

CO4 : Calculate torsional stresses developed in thin walled sections.

CO5 : Apply the concepts of elasticity and plasticity to analyse the

engineering problems.


Elasticity: Analysis of stress and strain, Definition of stress and strain

at a point, Equilibrium and compatibility equations, Transformation

of stress and strain at a point Principal stresses and strains: Stress and strain invariants, hydrostatic and deviator stress strains.

LO1 : Understand the Equilibrium and compatibility equations. LO2 : Understand types of stresses and its transformation.


Plane stress and plane strain: - Simple two dimensional problems in Cartesian and polar co-ordinates, Airy’s stress function in rectangular

and polar coordinates.

LO1 : Explain 2D stress and strain.

LO2 : Explain Airy’s stress formulation.

UNIT-III (10-Lectures) Stress-strain relations for linearly elastic solids: Generalized Hooke’s

law. Solution of axi-symmetric problems, stress concentration due to presence of a circular hole, Elementary problems of elasticity in three

dimensions.

LO1 : Solve problem using generalized Hooke’s law. LO2 : Solve stress concentration problems.


Torsion: St.Venant’s approach-Prandtl’s approach – Membrane analogy – Torsion of thin walled open and closed sections

LO1 : Understand various approaches for torsion in member. LO2 : Behaviour of thin walled section subjected to torsion.


Plasticity: Physical Assumptions – Yield criteria – Tresca and

VonMises criterion of yielding, plastic stress strain relationship, Elastic plastic problems in bending. Some engineering applications of

elasticity and plasticity.

LO1 : Explain various yield criteria. LO2 : Explain plastic stress strain relations.

TEXT BOOKS

1. Timoshenko, S. and Goodier J.N. ―Theory of Elasticity‖, 2ndEdition, McGraw Hill Book Co, 2001.

2. Sadhu Singh, ―Theory of Elasticity‖, 3rdEdition, Khanna Publishers, 2003.

REFERENCES

1. Chen W.F. and Han D.J. ―Plasticity for structural Engineers‖, 1 st Edition,. Springer-Verlag, 2000.

2. Irving H.Shames and James, M.Pitarresi. ―Introduction to Solid Mechanics‖, 4 th Edition, Prentice Hall of India Pvt. Ltd., 2000.

DESIGN OF REINFORCED CONCRETE

FOUNDATIONS (Professional Elective-II)



3 0 3

CO 1. Design combined footings for two and three column loads.

CO2. Design a raft foundation both flat slab type and slab and beam

type.

CO 3.Anlayse and design Cantilever and Counter-fort retaining

walls.

CO 4. Design Driven and Bored piles for its soil capacity and also

structural capacity.

CO 5. Analyse and design Block type Machine Foundation.


DESIGN OF SHALLOW FOUNDATIONS

Introduction –Types of Reinforced Concrete foundations and their

behavior – Design of combined footings with two point loads and

three point loads – Reinforcement detailing. LO1 : Design a combined footing for two points loads.

LO2 : Design a combined footing for three point loads.

UNIT- II (10-Lectures) RAFT FOUNDATION:

Introduction – Types of Raft foundation, allowable pressures for raft

in cohesive and cohesion-less soils, Conventional design of raft foundation, Design of flat slab raft foundation, Design of beam and

slab raft foundation.

LO1 : Design a flat –raft foundation. LO2 : Design a slab and beam type raft foundation.

UNIT- III (10-Lectures) RETAINING WALLS & DIAPHRAM WALLS Introduction –Types of Retaining walls – Earth pressure on walls – Calculation of earth pressure – Earth pressure of submerged soil –

Earth pressure due to surcharge – Drainage of retaining walls – Stability requirements – Design of cantilever retaining wall – Design

of counter-fort Retaining wall – Reinforcement detailing. LO1: Design a cantilever Retaining wall. LO2 : Design a counter-fort Retaining wall.

UNIT- IV (10-Lectures) PILE FOUNDATION Introduction – Types of piles – Design of driven (pre-cast) and Bored

piles – Soil Design – Structural design – Loads on pile groups – Reinforcement detailing – Design of pile caps – Two, three and four

pile caps – Truss theory and Bending theory – Reinforcement

detailing. LO1: Design a precast pile and bored pile including estimating its soil

capacity.

LO2 : Design a pile cap system to support a column.


DESIGN OF MACHINE FOUNDATIONS

Introduction – Types of machine foundations –General requirements – Dimensional criteria – Design data – Dynamic loads – permissible amplitudes – permissible bearing pressures – Analysis and design of

aBlock type machine foundation.

LO1: Understand the impact of dynamic loads on foundation. LO2: Design a Block type Machine foundation.

Text Books:

1. Varghese, P.C., ―Reinforced concrete Foundations‖, prentice hall of India pvt. Ltd., New Delhi, 2011.

2. H.J. Shah, ―Reinforced Concrete Vol. 1 (Elementary Reinforced Concrete) Charotar publishing house pvt. Ltd., 2016.

3. P. Srinivasulu& C.V. Vaidyanathan, ―Hand book of Machine Foundations,Structural Engineering Research Centre, Madras, Tata

Mc Graw Hill Publishing Company Ltd., 1990.

Reference Books:

1. Das B.M., ―Principles of Foundation Engineering,‖ Sixth edition (India), Thomson, 2007.

2. IS : 2911 (Part 1) 2010 Design and construction of pile foundation. Sec 1 : Driven cast –in-situ concrete piles.

Sec 2 : Bored cast-in-situ concrete piles.

Sec 3 : Driven precast concrete piles.

3. IS : 2950 (Part 1) -1981, Code of practice for Design and Construction of raft foundations.

4. IS : 2974 (Part 2)-1980, Code of Practice for Design and Construction of Machine Foundations, Foundations for Impact type

Machines.

PLASTIC ANALYSIS AND DESIGN

(Professional Elective –II)

Course Code: 19CE2254

COURSE OUTCOMES:

Students will be able to:

CO 1: Learn Introduction and basic hypothesis, Virtual work in the

elastic-plastic state.

CO 2: Learn Method of Limit Analysis, applicable to beams basic

theorems of limit analysis, rectangular portal frames, gable frames,

grids.

CO 3: Learn Limit design Principles, and method of combining mechanisms.

CO 4: Calculate of Deflection in Plastic beams and frames.

CO 5: Learn Minimum weight Design:

SYLLABUS:

UNIT I (10-Lectures)

Introduction and basic hypothesis: Concepts of stress and strain –

relation of steel Moment curvature relation- basic difference between elastic and plastic analysis with examples- Yield condition,

idealizations, collapse criteria- Virtual work in the elastic-plastic

state- Evaluation of fully plastic moment and shape factors for the various practical sections.

LO1: Understand stress strain relation.

LO2 : Understand the basic concept in plastic.

UNIT II (10-Lectures)

Method of Limit Analysis: Introduction to limit analysis of simply

supported, fixed beams and continuous beams, Effect of partially fixity and end, invariance of collapse loads, basic theorems of limit

analysis, rectangular portal frames, gable frames, grids, superposition

of mechanisms, drawing statistical bending moment diagrams for checks.

LO1 : Analyse beam using plastic theory.

LO2 : Learn the

L P C

3 0 3

UNIT III (10-Lectures)

Limit design Principles: Basic principles, limit design theorems, application of limit design theorems, trial and error method, method of combining

mechanisms, plastic moment distribution method, load replacement method,

continuous beams and simple frames designs using above principles.

LO1 : Understand application to limit state design.

LO2 : Solve problem of beams and frames.

UNIT IV (10-Lectures)

Deflection in Plastic beams and frames: Load deflection relations for simply supported beams, deflection of simple pin based and fixed

based portal frames, method of computing deflections.

LO1: Find load deflection relation for beam.

LO2: Find load deflection relation for frames.

UNIT V (10-Lectures)

Minimum weight Design: Introduction to minimum Weight and linear Weight functions- Foulkes theorems and its geometrical analogue and absolute minimum weight design.

LO1: Understand minimum weight design.

LO2: Understand different theorem for minimum weight design.

TEXT BOOKS:

1. B G Neal, Plastic Methods of Structural analysis-, 3rd edition,

Chapman and hall publications, 1977

2. B.C.Punmia, Ashok Kumar Jain, Arun Kumar Jain,

―Comprehensive Design of Steel Structures‖, Laxmi

Publications (P) Ltd.

REFERENCES

1. S K Duggal, ―Limit state Design of Steel Structures‖, , McGraw

Hill education, 2010

2. M R Shiyekar―Limit State Design of Steel Structures‖, PHI

Publication, 3rd Edition.

3. C E Messennet, M A Seve, Plastic analysis and Design

4. A.S. Arya and J.L. Ajmani – Design of Steel Structures,

Nemchand& Bros., Roorkee

REPAIRS AND REHABILITATION OF STRUCTURES (Professional Elective –II)


3 0 3

Course Outcomes:

At the end of the course, the student will be able to:

CO1: Discuss the maintenance and repair strategies for evaluating a damaged structure

CO2: Summarize the concepts of serviceability and durability of concrete

CO3: Discuss the materials used for Repairs using special concretes

CO4: Describe the application and techniques for repairs and protection methods

CO5: Develop the concepts to overcome lesser strength, deflection,

cracking and chemical disruption

UNIT-I: (10 Lectures)

MAINTENANCE AND REPAIR STRATEGIES

Maintenance, Repair and Rehabilitation, Facets of Maintenance,

importance of Maintenance, Various aspects of Inspection, Assessment procedure for evaluating a damaged structure, causes of

deterioration.

LO1: Illustrate maintenance strategies for damaged structures LO2: Discuss the repair strategies for damaged structures

UNIT-II: (10 Lectures)

SERVICEABILITY AND DURABILITY OF CONCRETE

Quality assurance for concrete – Strength, Durability and Thermal

properties, of concrete, Cracks, different types, causes – Effects due

to climate, temperature, Sustained elevated temperature, Corrosion – Effects of cover thickness and cracking.

LO1: Illustrate the concepts of serviceability LO2: Summarize the concepts of durability of concrete

UNIT-III: (10 Lectures)

MATERIALS FOR REPAIR

Special concretes and mortar, concrete chemicals, special elements for

accelerated strength gain, Expansive cement, polymer concrete, sulphur infiltrated concrete, Ferro cement, Fibre reinforced concrete.

LO1: Illustrate the materials used for repairs using special concrete

LO2: Discuss about various special concretes

UNIT-IV: (10 Lectures)

TECHNIQUES FOR REPAIR AND PROTECTION METHODS

Rust eliminators and polymers coating for rebars during repair, foamed concrete, mortar and dry pack, vacuum concrete, Gunite and

Shotcrete, Expoxy injection, Mortar repair for cracks, shoring and

underpinning. Methods of corrosion protection, corrosion inhibitors, corrosion resistant steels, coatings and cathodic protection.

Engineered demolition techniques for dilapidated structures – case

studies

LO1: Illustrate the various techniques for Repair LO2: Discuss about the methods of protection

UNIT-V: (10 Lectures)

REPAIR, REHABILITATION AND RETROFITTING OF

STRUCTURES

Repairs to overcome low member strength. Deflection, Cracking,

Chemical disruption, weathering corrosion, wear, fire, leakage and

marine exposure.

LO1: Describe the concepts to overcome lesser strength, cracking LO2: Discuss about the cracking and chemical disruption

Text Books:

1. Denison Campbell, Allen and Harold Roper, ―Concrete Structures, Materials, Maintenance and Repair‖, Longman Scientific and Technical UK, 1991.

2. Allen R.T. & Edwards S.C, ―Repair of Concrete Structures‖,

Blakie and Sons, UK, 1987

References:

1. Shetty M.S., ―Concrete Technology – Theory and Practice‖, S.Chand and Company, 2008.

2. DovKominetzky.M.S., ― Design and Construction Failures‖, Galgotia Publications Pvt. Ltd., 2001

3. Ravishankar.K., Krishnamoorthy.T.S, ― Structural Health Monitoring, Repair and Rehabilitation of Concrete

Structures‖, Allied Publishers, 2004.

4. CPWD and Indian Buildings Congress, Hand book on Seismic Retrofit of Buildings, Narosa Publishers, 2008.

RESEARCH METHODOLOGY & IPR

Course Code: 19HM2101 L P C

2 0 2

Course Outcomes :

At the end of this course, students will be able to

CO1: Illustrate research problem formulation.

CO2: Analyse research related information and research

ethics

CO3:Summarise the present day scenario controlled and

monitored by Computer and Information Technology, where

the future world will be ruled by dynamic ideas, concept,

creativity and innovation.

CO4: Explain how IPR would take such important place in

growth of individuals & nation, to summarise the need of information about Intellectual Property Right to be

promoted among student community in general &

engineering in particular.

CO5: Relate that IPR protection provides an incentive to inventors

for further research work and investment in R & D, which leads to

creation of new and better products, and in turn brings about

economic growth and social benefits.

UNIT I:

Research Methodology: An Introduction (8 Lectures)

Meaning of research problem, Sources of research problem, Criteria and

Characteristics of a good research problem, Errors in selecting a research problem, Sc

Necessary instrumentations.

Learning Outcomes: 1. Explain the scope and objectives of a research problem (L2)

2. List out criteria and characteristics of a good

research problem(L1)

3. Summarize the approaches of investigation of solutions

for a research problem (L2)

UNIT II: (6 Lectures)

Literature Survey and Ethics

Effective literature studies approaches, analysis Plagiarism, Research

ethics.

Learning Outcomes:

1. Outline the Literature study approaches (L2)

2. Adapt Research ethics in professional life (L6)

3. Explain legal compliances of Plagiarism (L2)

Unit III: (6 Lectures)

Interpretation and Report Writing

Effective technical writing, how to write a report, Paper Developing a

Research Proposal, Format of research proposal, presentation and

assessment by a review committee.

Learning Outcomes:

1. Demonstrate technical report writing (L2)

2. Develop research paper writing skills (L3)

3. Develop Power Point Presentation skills (L3)

Unit IV (8 Lectures)

Intellectual Property Rights and Patents

Nature of Intellectual Property: Patents, Designs, Trade and Copyrights.

Process of Patenting and Development: technological research,

innovation, patenting, development. International Scenario: International

cooperation on Intellectual Property, Procedure for grants of patents,

Patenting under PCT

Learning Outcomes:

1. Explain Intellectual Property Rights and

differentiate among Patents, Designs, Trade Marks and Copyrights

(L2)

2. Outline the process of patenting and development (L2)

3. Explain the procedure for granting patent (L2)

Unit V (6 Lectures)

Intellectual Patent Rights and Developments

Scope of Patent Rights. Licensing and transfer of technology, Patent

information and databases, Geographical Indications.New Developments

in IPR: Administration of Patent System, New developments in IPR; IPR

of Biological Systems, Computer Software etc. Traditional knowledge,

Case Studies, IPR and IITs / NITs/ IIITs.

Learning Outcomes:

1. Explain patent right and its scope (L2)

2. Make use ofPatent information and databases (L3)

3. Discover the new developments in IPR (L4)

Text Books

1. Kompal Bansal &Parshit Bansal,―Fundamentals of IPR for

Beginner’s‖, 1st Edition, BS Publications, 2016.

2. Kothari,C.,R., ―Research Methodology‖, 3rd Edition, New

Age International, 2017.

3. Ranjit Kumar, ―Research Methodology – A Step by Step for

Beginner’s‖, 2nd Edition, Pearson, Education, 2016.

4. Ramappa,T., ―Intellectual Property Rights Under WTO‖, 2nd

Edition, S Chand, 2015

References

1. KVS Sharma, ―Statistics made simple, Do it yourself‖,

2nd Edition (Reprint), Prentice Hall, 2010.

2. Mark Saunders, Philip Levis, AdrainThornbill, ―Research

Methods for Business Students‖, 3rd Edition (Reprint),

Pearson Education, 2013.

EXPERIMENTAL TECHNIQUES IN STRUCTURAL

ENGINEERING LAB (CORE LAB –I)


0 3 1.5

Course Outcomes: At the end of the course the student will be able to

CO 1: Draw stress-strain curve of concrete

CO 2 :Determine elastic properties of steel CO 3 :Assess the flexural and shear capacity of R.C beams CO4 :Measure the strength of concrete using Non-Destructive testing methods

CO 5: Estimate the double shear strength of steel specimen.

LIST OF EXPERIMENTS:

1. Elastic properties of concrete and steel. 2. Shear capacity of R.C. beam. 3. Flexural on R.C. under reinforced Beam. 4. Flexural on R.C. balanced reinforced Beam. 5. Flexural on R.C. over reinforced Beam. 6. Flexural capacity of R.C. slabs (one way slab simply supported

on two sides).

7. Flexural capacity of corrugated metal decks and slabs. 8. Non-Destructive testing of concrete. 9. Double shear test on steel rod specimen. 10. Pre-stressing of beam (pre-tensioning) 11. Natural frequency of cantilever beam (with and without damage). 12. Natural frequency of simply supported beam (with and without

damage).

References

2.Relevant IS Codes: IS: 456-2000, IS: 800-2007, IS: 10262-2009. rd

2. Shetty M.S; “Concrete Technology”, 3 Publications – 2008.

Edition, S chand

th

3. Neville A.M. “Properties of Concrete”, 4 Publications.

Edition, S chand

BASIC COMPUTATION LAB

(Lab Elective– I)


Course Outcomes:

At the end of the Course, the Student will be able to: CO 1 Learn the basics of programming and Machine precision

CO 2 Plot the outputs and apply numerical differentiation &

integration to practical problems CO 3 Solve the linear and non-linear equations.

CO 4 Perform regression & Interpolation for the given data CO 5 work on Ordinary Differential Equations by various methods

LIST OF EXERCISES:

1. INTRODUCTION TO PROGRAMMING: Basic commands like representing arrays, matrices, reading elements of a matrix,

row and columns of matrices, random numbers, working with files: Scripts and Functions.

2. APPROXIMATIONS AND ERRORS: Defining errors and precision in numerical methods, Truncation and round-off errors, Error propagation, Global and local truncation errors.

3. PLOTTING: Plotting tools for two dimensional and three dimensional plots, putting legends, texts, using subplot tool for multiple plots.

4. NUMERICAL DIFFERENTIATION: Numerical Differentiation in single variable, Numerical differentiation: Higher derivatives,

Differentiation in multiple variables.

5. NUMERICAL INTEGRATION: Newton-Cotes integration formulae, Multi-step application of Trapezoidal rule and functions

for integration

6. LINEAR EQUATIONS: Linear algebra, Gauss Elimination, LU decomposition and partial pivoting and Gauss Siedel method.

7. NONLINEAR EQUATIONS: Nonlinear equations in single variable, fzero in single variable and fsolve in single and multiple

variables.

8. REGRESSION AND INTERPOLATION: Linear least squares regression (including lsqcurvefit function), Functional and

nonlinear regression (including lsqnonlin function), polynomial

regression, Interpolation using spline and pchip 9. ORDINARY DIFFERENTIAL EQUATIONS – I: Introduction

to ODEs; Solving Initial Value Problems by Implicit and explicit

L P C 0 3 1.5

Euler’s methods, Second-Order Runge-Kutta Method and using ODE45 algorithm in single variable.

10. ORDINARY DIFFERENTIAL EQUATIONS – II: Solving stiff system using ode15s, Method of lines for transient ODEs and

Solving Boundary Value Problems by Shooting method.

References:

1. Fausett L.V., ―Applied Numerical Analysis Using MATLAB‖, 2nd Edition, Pearson Education, 2007.

2. Chapra S.C. and Canale R.P. ―Numerical Methods for Engineers”,

5th Edition, McGraw Hill, 2006.

3. NPTEL Video Courses: Computational Techniques-

http://nptel.ac.in/courses/103106074/

4. NPTEL Video Courses: Numerical Methods and Programming: http://nptel.ac.in/courses/122106033

http://nptel.ac.in/courses/103106074/http://nptel.ac.in/courses/103106074/http://nptel.ac.in/courses/122106033http://nptel.ac.in/courses/122106033

STRUCTURAL HEALTH MONITORING LAB

(Lab Elective– I)


0 3 1.5

Course Outcomes: At the end of the Course, the student will be able to:

CO1 :Find the natural frequencies for a given beam CO2 :Assess the existence of damage in a given beam

CO3: Determine the dynamic parameters for a given structures

LIST OF EXPERIMENTS:

1. Determine the natural frequency of simply supported steel

beam using FFT analyzer.

2. Determine the natural frequency of a cantilever steel beam

using FFT analyzer.

3. Damage assessment of a cracked simply supported steel

beam.

4. Determine the natural frequency for 3-storey shear building

model.

5. Determine the natural frequency for 2 DOF system with

springs in parallel.

6. Determine the natural frequency for 2 DOF system with

springs in series.

7. Damage evaluation in a truss structure.

8. Determine the dynamic parameters in a building model.

9. Determine the natural frequency of a cantilever steel beam

using FFT analyzer.

10. Damage assessment of a cracked simply supported steel beam.

References :

1. AchintyaHaldar, ―Health assessment of Engineered structures, bridges, building and other infrastructures, ― World scientific \ publishing co., pvt.Ltd., 2013.

2. Helmut Wenzel and Dieter Pichier ―Ambient Vibration Monitoring‖ John Wiley and sons Ltd., 2005.

SYLLABI

FOR

II SEMESTER

ADVANCED STEEL STRUCTURAL DESIGN (Professional Core)


Course Outcomes: At the end of the course the students will be able to CO1: Design the members subjected to axial compression and bending

CO2: Design of structures connection between the members CO3: Design Rail Bridge under given loading condition

CO4: Design the light gauge flexural and compression members

CO5: Design the pre-engineered building

UNIT I (10-Lectures)

DESIGN OF MEMBER UNDER AXIAL LOAD AND MOMENT

Design of compound column only for axial loads; Design of members subjected to axial load and moment.

LO 1: Learn the concepts of analysis of columns subjected to

axial compression and moment.

LO2: Design the compound columns under combination of loads

and moments.

UNIT II (10-Lectures)

DESIGN OF CONNECTIONS

Types of connections – Welded and Bolted –Seated Connections – Unstiffened and Stiffened seated Connections – Moment Resistant

Connections – Clip angle Connections – Split beam Connections –

Framed Connections, HSFG bolted connections. Lug analysis and lug failures

LO1:Analyze and design the simple and moment resisting bolted

connection. LO2:Analyze and design the simple and moment resisting welded Connection.

UNIT III (10-Lectures)

DESIGN OF RAILWAY BRIDGES

Analysis of truss bridge due to railway loading including wind loads,

analysis of plate girder bridges –design of truss bridge and plate

girder bridges.

LO1: Analyze and design of truss bridge.

LO2: Analyze and design of plate girder bridge.

L P C

3 0 3

UNIT IV (10-Lectures)

DESIGN OF LIGHT GAUGE STEEL STRUCTURES

Introduction to Direct Strength Method – behavior of Compression

Elements – Effective width for load and deflection determination –

behavior of Unstiffened and Stiffened Elements – Design Flexural members – Design of Compression Members including detailing

LO1: Analyze and design the flexural members LO2: Analyze and design the compression members subjected to axial load only.

UNIT V (10-Lectures)

PRE-ENGINEERED BUILDING

Introduction – section specification – types of assemblies – analysis and design of pre-engineered building – connection details.

LO1: Understand the concept related to PEB.

LO2: Design a PEB structure for a given load.

Text books: 1. Duggal.S.K., (2014), Limit State Design of Steel Structures,

Tata McGraw-Hill Education, New Delhi.

2. Subramanian. N., (2011), Design of Steel Structures, Oxford University Press, New Delhi.

3. B.C. Punmia, A.K.Jain ―Design of Steel Structures‖ 1998, laxmi publications Pvt. Ltd., New Delhi.

References :

1. Bhavikatti. S.S., (2012), Design of Steel Structures, I.K. International Publishing House Pvt. Ltd. New Delhi.

2. IS 800 General Construction in Steel — Code of Practice 3. IS 801: Code of Practice for use of Cold-Formed Light Gauge Steel Structural Members in General Building Construction.

4. IS 811: Specification for Cold formed light gauge structural Steel sections.

PRESTRESSED CONCRETE DESIGN (Professional Core)


3 0 3

Course Outcomes:


CO1: Discuss various pre-stressing methods and related basic issues. CO2: Analyse and design the beams for a given pre-stressing force.

CO3: Apply the principles to design beams for shear, bond and bearing.

CO4: Compute deflection in pre-stressed concrete beams.

CO5: Apply the concepts underlying design principles of various miscellaneous PSC structural members.


PRE-STRESSING SYSTEMS: Materials, Pre-stressing Systems and methods, End anchorages, analysis of determinate PSC beams, Losses of Pre-stress. LO 1: Discuss about the materials used for Pre-stressing concrete. LO 2: Discuss the pre-stressed systems and methods.


FLEXURE DESIGN:

Design of Sections for Flexure (simply supported beam and two span continuous beam) LO 1: Analyse the concept of beam analysis. LO 2: Design of sections for flexure.


DESIGN FOR SHEAR: Design for Shear, Bond and Bearing. LO 1: Apply the concept of shear. LO 2: Apply the concept of bond and bearing.


DEFLECTIONS:

Camber, Deflections and limits, Cable Layouts. Load- Balancing method. LO 1:Compute the long term and short term deflections. LO 2: Apply the concept of load balancing method.


SLABS: design of one way slab CIRCULAR PRESTRESSING: Design of Circular Pre-stressing.

LO 1: Apply the concept of tension members. LO 2: Apply the concept of compression members.

Text Books

1. Krishnam Raju N, “Design of Prestressed Concrete th

Structures”,6 Edition, TMH, 2004.

nd

2. Lin.,T.Y., “Designof Prestressed ConcreteStructures”,2 Edition, John Wiley & Sons, 1999.

References

1. Edward G.Nawy,“PrestressedConcreteFundamentalApproach”,

1stEdition, Prentice Hall, 2002.

2. Rajagopalan. N, “Prestressed Concrete”, 2nd Edition, Narosa publications, 2006.

FINITE ELEMENT ANALYSIS

(Professional Core)


Course Outcomes:

At the end of the course, the student will be able to: CO1: Discuss the basics of FEM.

CO2: Explain the shape functions and stiffness matrix. CO3: Prepare stiffness matrix for 2D elements. CO4: Describe the use and concepts of isoparametric elements. CO5: Analyse beams, 2D & 3D structural systems.


Introduction to FEM: Concept of Finite Element Method –

Merits and demerits, applications, relevant software’s. types of elements, Steps involved in FEM as applicable to structural

mechanics problems. Discretization interpolation model,

Convergence criteria. Rayleigh Ritz method and Galerkin method LO1: Understand the concept of FEM.

LO2: Analyse beams using Rayleigh Ritz Method and Galerkin

method.


SHAPE FUNCTIONS- Methods of Determination Element Stiffness matrix Equation – Derivation of stiffness

matrix based on Principle of minimization of total potential energy.

Assemblage of Element Stiffness Matrices – Assembly

procedure, solution of nodal displacement, Element Stresses and Strains, Interpretation of results, Post processing, Static

condensation.

LO1 : Determination of shape functions.

LO2: Derive stiffness matrix.

LO3: Assemble element stiffness matrix.

UNIT-III (10Lectures)

2D ANALYSIS USING FEM: Stiffness Matrix for a Two noded

bar/Truss Element, Three noded Truss Element and Two noded Beam Element in Local, and Global (2D) Stiffness Matrix for a three noded Constant Strain Triangular

(CST) Four noded rectangular element for Plane Stress and Plane

Strain Condition.

LO1: Analyse two noded bar /truss element / beam element using FEM.

LO2: Analyse three noded bar truss element using FEM.

LO3: Analyse four noded element using FEM.


Isoparametric Formulation: Isoparametric, sub-parametric and

super parametric Elements, Procedure for Formulation of stiffness equation, Advantages of Isoparametric Elements, Transformation

of axes, Co- ordinate systems in FEM – Jacobian relevance to FEM.

LO1 : Understand concept of Isoparametric elements.

LO2: Formulate the stiffness equation for Isoparametric elements.


APPLICATION OF F.E.M TO STRUCTURAL MECHANICS

PROBLEMS:

Analysis of 2D –Truss for Initial Strain/Rise in Temperature,

External loads, Analysis of Propped Cantilevers, Fixed beams,

Continuous beams.

LO1: Analyse 2D truss due to rise in temperature change.

LO2: Analyse indeterminate beams using FEM.

Text Books 1. Daryl L Logan , A First Course in the Finite Element Method, 5th Edition, Cengage, 2012

2. Chandrupatla.T.R., Belegunde A.D, “Introduction to Finite Elements in Engineering”, 3rdedition, PHI,2010. References 1. C.S. Krishnamurthy, Finite element analysis: Theory and

programming, 2nd edition, Mc Graw Hill, 2007 2. S.S. Bhavikatti, “Finite Element Analysis”, 2nd edition, New

age international, 2010.

3. Reddy, J.N., “Introduction to Finite Element Method”, 3rd Edition, McGraw Hill, 2002.

BRIDGE ENGINEERING (Professional Elective-III)


Course Outcomes:


CO1: Discuss the IRC standard live loads and design the deck slab bridge.

CO2: Analyse and box pipe culverts for the given loading and detail the box culverts.

CO3: Design and detail the T-Beam bridges.

CO4: Design and check the stability of piers and abutments.

CO5: Discuss about the construction techniques of precast members. .


GENERAL CONSIDERATIONS FOR ROAD BRIDGES:

Introduction – Site selection – Soil exploration for site – Selection of bridge type – Economical span – Number of spans –

Determination of HFL – General arrangement drawing.

STANDARD SPECIFICATIONS FOR ROAD BRIDGES:

Width of carriageway- Clearances- Loads to be considered- Dead load – I.R.C. standard live loads- Impact effect- Review of I.R.C. loadings- Application of live loads on deck slabs – Wind load – Longitudinal forces- Centrifugal forces- Horizontal forces due to water currents. LO1: Summarise the general considerations for Road Bridges.

LO2: Describe the standard specifications for Road bridges.


CULVERTS: Introduction, Analysis and design of box culverts- slab culverts – pipe culverts- Reinforcement detailing

and bar bending schedule need to be prepared. LO1: Anlayse and design different types of culverts.

LO2: Detailing and prepare bar bending schedule.


REINFORCED CONCRETE T-BEAM BRIDGES: Introduction– Analysis and Design of T – Beam Girder bridges- Reinforcement

detailing and bar bending schedule need to be prepared. LO1: Anlayse and design T-Beam Girder bridge.

LO2: Detailing and preparing bar bending schedule.


DESIGN OF SUBSTRUCTURE: Analysis and Design of

Abutments and pier- Reinforcement detailing to be prepared. LO1: Anlayse, design and detailing of substructure abutment elements. LO2: Anlayse, design and detailing of substructure pier elements.


BRIDGE BEARINGS: Bearings, forces on bearings,

types of bearings design of elastomeric bearings, basics for selection of bearings. Construction techniques

for Via–Ducts, Methods of erection – Pre-cast girders, Launching

procedures, design of launching girders. LO1: Understand the concept of bearings.

LO2: Design of elastomeric bearings.

Text Books 1. Johnson victor D, ―Essentials of Bridge Engineering‖, 7th

edition, Oxford, IBH Publishing Co., Ltd., 2006.

2. Ponnuswamy, ―Bridge Engineering‖, 4th edition, McGraw-

Hill Publication, 2008.

3. KrishnamRaju N., “Design of Bridges”, 4th edition, Oxford and

IBH Publishing Co., Ltd., 2008.

References 1. Vazirani, Ratvani&Aswani, “Design of Concrete Bridges”, 5th

edition, Khanna Publishers, 2006.

2. Jagadish T.R. & M.A. Jayaram, “Design of Bridge Structures”, 2nd edition, 2009.

3. Swami Saran, “Analysis and Design of sub- structures”, 2nd edition, Oxford IBH Publishing co ltd.,

2006.

STABILITY OF STRUCTURES (Professional Elective-III)



3 0 3

CO 1. Analyze the buckling behavior of columns.

CO 2. Analyze the buckling behavior of framed structures. CO 3. Analyze the lateral torsion buckling of flexural members. CO 4. Analyze the buckling of plates.

CO 5. Analyze the inelastic buckling of columns and plates.

UNIT I: BUCKLING OF COLUMNS (10-Lectures)

States of equilibrium – Classification of buckling problems – concept of equilibrium, energy, imperfection and vibration approaches to

stability analysis – Eigen value problem, governing equation for

columns – Analysis for various boundary conditions – using Equilibrium, Energy methods. Approximate methods – Rayleigh Ritz,

Galerkins approach – Numerical Techniques – Finite difference

method – Effect of shear on buckling.

LO1: Understand the concept of equilibrium in column buckling. LO2: Describe the influence of shear on buckling through numerical Techniques.

UNIT II: BUCKLING OF BEAM-COLUMNS AND FRAMES

(10-Lectures)

Theory of beam column – Stability analysis of beam column with

single and several concentrated loads, distributed load and end couples, Analysis of rigid joint frames with and without sway – Use of

stability function to determine the critical load. LO1: Understand the concept of stability for beam column

LO2: Analysis and design of rigid joint frames based on stability

concept.

UNIT III:

TORSIONAL AND LATERAL BUCKLING (10-Lectures)

Torsional buckling – Combined Torsional and flexural buckling –

Local buckling. Buckling of Open Sections, Numerical solutions.

Lateral buckling of beams, pure bending of simply supported and cantilever beams. Concept of warping

LO1: Understand the concept of lateral torsional buckling for open sections.

LO2: Design of beams for lateral torsional buckling and pure bending conditions.

UNIT IV: BUCKLING OF PLATES (10-Lectures)

Governing differential equation – Buckling of thin plates, four side

conditions –Analysis by equilibrium and energy approach – Finite

difference method. LO1: Understand the concepts involved in buckling of plates

LO2: Analyze the plates using energy approach and Finite Difference

Method.

UNIT V: INELASTIC BUCKLING (10-Lectures)

Double modulus theory – Tangent modulus theory – Shanley’s model – Eccentrically loaded inelastic column, Inelastic buckling of plates – Post buckling ehavior of plates.

LO1: Understand the concept of inelastic buckling theories

LO2: Analyze the inelastic buckling of plates and post buckling behavior.

Text Books

1. Timoshenko.S.P, and Gere.J.M, ―Theory of Elastic Stability‖,

McGraw Hill Book Company, 1963.

2. Chajes, A. ―Principles of Structures Stability Theory‖, Prentice

Hall, 1974.

References:

1. Ashwini Kumar, ―Stability Theory of Structures‖, Allied publishers

Ltd., New Delhi, 2003.

2. Gambhir, ―Stability Analysis and Design of Structures‖, Springer,

New York, 2004.

3. Simitser.G.J and Hodges D.H, ―Fundamentals of Structural

Stability‖, Elsevier Ltd., 2006.

FRACTURE MECHANICS OF CONCRETE

STRUCTURES (Professional Elective- III)


Course Outcomes: The students will be able to: CO 1. Describe the fracture types and micro mechanism CO 2. Describe the energy concepts in crack and crack resistance.

CO 3. Understand the linear elastic fracture mechanics.

CO 4. Describe elastic plastic fracture mechanics. CO 5. Describe the crack propagation concepts

UNIT I: (10-Lectures)

INTRODUCTION

Review of a) Ductile and brittle fractures b) Conventional design

practices, Need for fracture mechanics in design, Micromechanics of various types of fracture, Mode I, II and III cracks, Crack detection

methods.

LO1: List the concepts in fracture mechanics LO2: Underline micromechanics and various models in crack

UNIT II: (10-Lectures)

ENERGY RELEASE RATE AND RESISTANCE OF CRACK

Stress concentration concepts, Griffith’s theory and Irwin’s modification, Energy release rate, Change in compliance and strain

energy approaches, Crack resistance curves, Plane stress and plane strain

cases, Crack stability and instability conditions.

LO1: Explain concepts in stress concentration. LO2: Explain concepts in the crack resistance curves. LO3: Explain concepts of crack stability and instability conditions

L P C

3 0 3

UNIT III: (10-Lectures)

LINEAR ELASTIC FRACTURE MECHANICS

Linear Elastic Fracture Mechanics (LEFM), Conditions for validity of

LEFM, Stress field around crack tip in Mode I, II and III cracks, Stress intensity parameter, Formulations under complex loads, Relation

between stress intensity parameter and energy release rate, Crack tip

plastic zone, Analysis of plastic zone size by conventional yield theories, Irwin’s correction.

LO1: Examine concepts in linear elastic fracture mechanics LO2: Analyze stress intensity parameters in crack growth

UNIT IV: (10-Lectures)

ELASTIC PLASTIC FRACTURE MECHANICS

Relevant and scope of elastic plastic fracture mechanics, J-Integral, Path

independence, Stress-Strain relation LO1: Categorize the relevance and scope of elastic plastic fracture mechanics

LO2: State the concepts in dealing with elastic plastic fracture mechanics

UNIT V: (10-Lectures)

CRACK TIP OPENING DISPLACEMENT AND FATIGUE

Introduction, Relationship between CTOD, KI, GI for small scale

yielding, Equivalence between CTOD and J; S-N curve, crack initiation,

crack propagation, effect of overload, variable amplitude fatigue load LO1: State the concepts in crack tip opening. LO2: Recognize concepts in crack initiation and propagation under fatigue Loading.

Textbooks: 1. T.L. Anderson, ―Fracture mechanics: Fundamentals and

Applications‖, 4th Edition. CRC Press, Taylors & Francis, 2017.

2. Broek David, ―Elementary Engineering Fracture Mechanics‖, Springer Science & Business Media, 2012.

3. Campbell Flake C, ―Fatigue and Fracture: Understanding the

Basic‖, ASM International, Materials Park, Ohio, 2012.

References 1. Steven R. Lampman, ASM Handbook, Vol. 19, Fatigue and

Fracture, etc., ASM International, 2002.

2. Chin-I Sun, Z.H. Jin, Fracture Mechanics, Academic Press,

Elsevier, 1st Edition, 2012.

3. K. Ramesh, E-Book: Engineering Fracture Mechanics (With

Trouble shooting and searching, multimedia facilities) by, IIT,

Madras.

WIND AND EARTHQUKAE RESISTANT DESIGN OF

BUILDINGS (Professional Elective- III)


Course Outcomes:


CO1: Familiarize with various aspects of wind effects.

CO2: Know the static and dynamic wind effects.

CO3: Calculate the design forces on tall structures due to wind.

CO4: Analyse and detail the multi-storeyed structures using I.S. codes by Response Spectrum methods.

CO5: Design and detail shear walls using I.S: 13920.

UNIT- I (10-Lectures)

DESIGN BASIS

Introduction – Review of analysis and design methods – Loads and load

combinations on a structure- Preliminary design for fixing member sizes. Review of latest Revisions of Codes of practice of IS 875 (Part-1), IS

875 (Part-2), (IS 875 (Part-4) and IS 875 (Part-5).

Review of latest revision of relevant provisions of IS 456:2000. LO1: Prepare the design including fixing of sizes of members. LO2: Illustrate various design provisions of code of practice.

UNIT- II (10-Lectures)

WIND LOADS

Introduction – Wind – Basic wind speed – Boundary layer – Wind pressure – Gust – Types of wind – Pressure coefficients – Force

coefficients – Evaluation of wind loads using analytical methods –

Interference effects – Dynamic effects – Lateral Sway. Computational and experimental methods

Review of IS 875 (Part-3): 2015 or latest revision.

LO1: Analyse the wind loads and how they are acting on a structure.

LO2: Devise apply various wind code provisions in design of structure.

UNIT- III (10-Lectures)

WIND ANALYSIS AND DESIGN

Analysis and Design of a multi storied building using Pressure

coefficient method and Force coefficient method including detailing of

reinforcement-Analysis and Design of a multi storied building using Gust factor method including detailing of reinforcement.

Analysis of a pitched roof rectangular clad building using pressure

coefficients.

LO1: Analyse the multi storied building for wind loads. LO2: Formulate the design for the forces obtained.

UNIT- IV (10-Lectures)

EARTHQUAKE LOADS

a) Seismology: Introduction – Structure of earth – Earthquake terminology – Body waves and Surface waves – Intensity and Magnitude of earthquakes.

b) Review of relevant provisions of IS 1893 (Part-1) : 2016 or latest – General principles and design criteria – Assumptions – Load

combinations – Design acceleration spectrum – Design lateral force- Importance factor – Damping ratio – Response reduction factor – Lateral

force resisting systems – Design imposed loads for earthquake force

calculations – seismic weight – Storey Drift. Center of mass and center of rigidity

c) Review of relevant provisions of IS 13920 :2016 or latest – Ductile design and detailing – General specifications – Beams – Columns and

inclined members – Special confining reinforcement – Beam column joints – Special shear walls – Gravity columns in Buildings.

LO1: Evaluate earthquake loads and how they are acting on a structure.

LO2: Understand various provisions made in the earthquake codes in the design of structure.

UNIT –V (10-Lectures)

EARTHQUAKE ANALYSIS AND DESIGN

Analysis and design of a multi-storied building using linear static analysis

(Equivalent static method)

Analysis and design of multi-storied building with Dynamic Analysis method – (Response spectrum method) Example will be explained in the class room. But for the purpose of Examination, it is limited to procedure only.

Design of a special shear wall using IS 13920: 2016 including torsion provisions.

(Note: Detailed designs are not included) LO1: Analyse the earthquake loads in the multi-storied building. LO2: Design for the forces obtained.

TEXT BOOKS: 1. John D. Holmes.,Wind Loading of Structures, Spon Press, 2003. 2. Duggal S.K.,Earthquake Resistant Design of Structures, 1st edition, Oxford University Press, 2007

3. Pankaj Agarwal & Manish Shrikhande.,Earthquake Resistant Design of Structures, 9th Edition, PHI learning Pvt ltd,

New Delhi, 2011.

4. Lawson T.V., Wind effects on Buildings, 5. Peter Sachs., Wind forces in engineering,

REFERENCES

1. IS 456 : 2000

2. IS 13920: 2016

3. IS 875 Part 1to 5

4.IS1893 (Part 1) : 2016

DESIGN OF TALL BUILDINGS

(Professional Elective-IV)


3 0 3

Course Outcomes:


CO1: Describe the development of tall building structure including loading and other serviceability parameters.

CO2: Discuss about various types of loads, combinations and its influence on tall buildings.

CO3: Demonstrate various types of structural forms and its applications.

CO4: Modeling for analysis of Rigid frame building structure. CO5: Analyse shear wall system, wall frame system of tall buildings.

UNIT- I (10-Lectures)

TALL BUILDINGS

Introduction – Factors affecting growth, Height and structural form – Tall building structure – Philosophy – Design criteria– Design

process– Design philosophy – Loading – Strength and Stability – Stiffness and Drift limitations – Human comfort criteria – Creep,

shrinkage and temperature effects – Fire – Foundation settlement and

soil-structure interaction.

LO1: Design and development of tall structures. LO2: Demonstrate the influence of various design parameters and limitations in design of tall structures.

UNIT- II (10-Lectures)

LOADING ON TALL BUILDINGS

Introduction – Gravity loading including live load and its reduction – Impact load due to elevators – Construction loads. Wind loading – Load Combinations as per BIS-Methods of Design

LO1: Understand various loads acting on Tall Building Structure

including its combinations.

LO2: Demonstrate various methods of design of tall buildings.

UNIT- III (10-Lectures )

STRUCTURAL FORM

Introduction – Braced frame structures – Rigid frame structures – In- filled frame Structures – Flat plate and Flat slab structures – Shear

wall structures including coupled walls– Dual structures(wall frame

structures)– Framed-Tube structures – Outrigger-Braced

Structures – Suspended structures – Core structures – Space Structures – Hybrid Structures-Different R.C. floor systems. LO1: Understand suitable form and configuration of structural systems.

LO2: Evaluate the selected form for analysis of tall buildings.

UNIT- IV (10-Lectures)

MODELING FOR ANALYSIS

Introduction – Approaches to analysis – Assumptions – High-Rise

Behavior – Modeling for Approximate analysis – Modeling for

Accurate Analysis – P-Delta effects –Wide Column Deep beam analogies etc.

RIGID FRAME STRUCTURES

Introduction – Rigid frame behavior – Approximate Determination of

member forces caused by gravity loading - Approximate Analysis of member forces caused by horizontal loading – Approximate analysis

for Drift - Computer analysis of Rigid frames(only for practice and

not included in the exam).

LO1: Understand modeling of the structure and its behaviour. LO2: Carryout various approximate analysis and compute the forces

for design.

UNIT- V (10-Lectures)

SHEAR WALL STRUCTURES

Introduction – Behavior of shear wall structures – Analysis of proportionate wall systems - and Non proportionate structures and its

behavior - Effects of Discontinuities at Base – coupled shear wall

structure –Behaviour – Methods of Analysis (limited to theory only – Computer analysis). (Only for practice and not included in the exam)

WALL - FRAME (DUAL) STRUCTURES

Introduction – Behavior of symmetric wall frames – Approximate

theory for wall frames – Computer Analysis (only for practice and not

included in the exam).

LO1: Understand the behavior of shear wall structures and its analysis. LO2: Carryout the analysis of dual structures and compute the design forces.

Text Books:

1. Bryan Stafford Smith and Alex Coull, Tall Building

Structures Analysis and Design, Wiley India Pvt. Ltd., 2011.

2. Bungale S. Taranath, Wind and Earthquake Resistant Buildings,

Structural Analysis and Design, Marcel Dekker, 2005.

Reference Books:

1. John D Holmes Wind Loading of Structures, Spon Press, 2003. 2. Pankaj Agarwal &Manish Shrikhande, Earthquake Resistant Design of Structures, 9th edition, PHI Learning Private Limited,

New Delhi, 2011.

3. IS 456: 2000 or latest. 4. IS 1893 (Part 1) : 2016 or latest 5. IS 13920: 2016 or latest 6. IS 875 (Part 1 to Part 5) latest. 7. IS 16700: 2017 Criteria for structural safety of Tall Concrete Buildings.

STRUCTURAL OPTIMIZATION (Professional Elective- IV)


Course Outcomes:


CO1: Describe problem formulation for a given structure and learn to analysis by classical methods.

CO2: Prepare solutions for non-linear problems.

CO3: Discuss the basics and application of Genetic Algorithm for structures.

CO4: Explain the concept of Simulated Annealing technique in structures.

CO5: Use Artificial Neural Networks in structural application.

UNIT–I (10-Lectures)

FORMULATION OF STRUCTURAL OPTIMIZATION PROBLEMS:

Design variables - Objective function – constraints. Classical methods of optimization for multivariable with equality or inequality constraints: solution by method of Lagrange Multiplier -

Applications in structural engineering.

LO1: Describe classical methods of optimization. LO2: Describe and learn the design variables.

UNIT–II (10-Lectures) NONLINEAR PROGRAMMING: Unconstrained and

Constrained optimization - Basic approach of the Penalty function method - Interior penalty function method and Exterior penalty

function method– design of three bar truss, space truss, welded

beam design, etc. LO1: Prepare and learn the unconstrained and constrained optimization.

LO2: Prepare and learn the design of trusses.

UNIT–III (10-Lectures)

GENETIC ALGORITHMS:–Introduction–basic concept–

working principle - Binary coding- Fitness function - Genetic

Operators - Application to Two bar truss, 3-bar truss, optimum fiber orientation problem.

LO1: discuss the basic working principles.

LO2: discuss the applications of Genetic Algorithms.

UNIT–IV (10-Lectures)

SIMULATED ANNEALING (SA): problem formulation- steps involved in SA-application to RCC retaining wall, and pre-stressed

concrete structure design, etc.

LO1: Explain the problem formulation.

LO2: Explain the concept of structural design.

UNIT–V (10-Lectures)

Artificial Neural Networks (ANN) based approaches for structural

optimization problems- Introduction- basic concept of ANN- Architectures and learning methods of NN- Back propagation

networks- structural applications.

LO1: Use basic knowledge on Artificial Neural Networks.

LO2: Use the concept of Architectures methods.

Text Books

1. Rao,S.S.“Engineering Optimization, Theory andApplications”,3rd Edition, New Age International publication, New Delhi, 2010.

2. Arora,J.S. “Introduction to Optimum Design”, 2nd Edition, McGraw-Hill Book Company,2000.

3. Rajasekaran, S. and Vijaya Lakshmi Pai, G.A. ―Neural networks,

Fuzzy logic, and genetic Algorithms, Synthesis and Application”,

1st Edition, PHI, 2003

References

1. MorrIs A.J., “Foundations of Structural Optimization - A

Unified Approach”, 3rdEdition, John Wiley and Sons,2003

PORT AND HARBOUR STRUCTURES

(Professional Elective- IV)


Course Outcomes:


CO1: Understand the significance water transport as an important mode of transport for import and export cargo.

CO2: Assessment of cargo flow through port, requirement of cargo handling and storage and identification of planning and design issues.

CO3: Recognize the importance of allowable wave conditions for cargo handling, safety and environmental issue in ports.

CO4: Management of Inland waterways, its maintenance and dredging requirements.

CO5: Understanding changing trends in global trade, need for restructuring and reforms of ports, sustainable developmental strategies, and impact of possible climate changes on ports and cities.

UNIT-I (10-Lectures) INTRODUCTION:

Ports and harbors: An infrastructure layer between two transport

media, planning of ports and harbors. Waves, Tide and current conditions inside harbor, water

circulation; breakwaters, jetties and quay walls; mooring, berthing

and ship motion inside the harbors; model studies, physical and mathematical studies. LO1: Recognize the importance of ports as an important facility for

import and export trade.

LO2: Understanding natural and meteorological factors that cause ship

motions for planning suitable harbor protection works and

berthing structures.


PORT LAYOUT: Sea port layout with regards to (1) wave action (2) siltation (3) navigability berthing facilities.

PLANNING AND DESIGN OF PORT INFRASTRUCTURE:

Planning and Design of port infrastructures with regards to (1)

cargo handling (2) cargo storage (3) integrated transport of goods,

planning multipurpose terminals in ports. LO1: Identify planning designing issues in a port. LO2: Understanding port infrastructure requirements for efficient cargo

handling and storage and further movement to destination.


PORT OPERATIONS: Allowable wave conditions for cargo handling, wave conditions for human safety on quays and

breakwaters, forecasting/now casting of wave and current

conditions for port operations, dredging and navigability, hazard scenarios; VTMS and management of computerized container

terminal, safety and environment (handling of fire, oil spill,

rescue, etc.). LO1: Recognize the importance of allowable wave conditions for

efficient cargo handling.

LO2: Assess the dredging and navigability requirements in port. LO3: Recognize the environmental and safety requirements in a

port.


INLAND WATERWAYS AND PORTS: Maintenance of waterways, construction of environmentally engineered banks,

dredging and disposal processing and storing of polluted dredged

materials, development of river information services.

LO1: Evolve suitable maintenance measures for inland water ways. LO2: Recognize the need for appropriate disposal and processing

of dredged spoil.


CONSTRUCTION, EXPANSION AND

RENOVATION: Planning and construction,

expansion and renovation of port and Inland Port Infrastructure.

Sustainability: Global trade and port restructuring/reforms,

impact of possible climate change scenarios, sustainable

development strategies for cities and ports.

LO1 :Evolve sustainable developmental strategies for ports.

LO2 :Assess impact of possible climate change scenarios on ports for

remedial action.

Text Books

1. Muir Wood, A.M., and Fleming. C.A.,“Coastal Hydraulics Seaand Inland Port Structures”, 1stEdition, Hallstead Press,

2002

2. Ozha&Ozha, “Dock and Harbour Engineering”, 1st Edition, Charotar Books, Anand,1990

References

1. S.Seetharaman, “Construction Engineering and Management”, 4th Edition, Umesh publications, New Delhi, 1999.

2. Richand L. SilIster, “Coastal Engineering Volume I & II”,

Elsevier Publishers, 2000.

3. PeraBrunn, “Port Engineering”, 1st Edition, Gulf Publishing Company, 2001.

STRUCTURAL DESIGN LAB

(CORE LAB-II)

Course Code: 19CE2208 L P C 0 3 1.5

Course Outcomes:

At the end of the course students will be able to CO1: carryout analysis and design of industrial building CO2: analyze and design bridge structure for the given loads

CO3: analyze and design the RC multi-storey building systems for

gravity loads. CO4: analyze and design the RC multi-storey systems for gravity and lateral loads

CO5: analyze and design a water tank for the given capacity

LIST OF EXPERIMENTS IN STRUCTURAL DESIGN LAB

USING STAAD PRO AND ETABS

1. Analysis and design of roof truss for an industrial building

2. Analysis and design of truss bridge

3. Analysis of Pre-engineered building

4. Analysis and design of RC multi-storey building for

gravity and wind loads.


gravity and seismic loads (Linear static analysis).


gravity and seismic loads (Response spectrum method).

7. Analysis and design of RC multi-storey framed building

with shear wall for lateral load

8. Analysis and design of flat slab system for multi storey building

9. Analysis and Design of Gantry girders for industrial structures

10. Analysis and design of T-beam RC bridge

11. Analysis and design of Box girder RC bridge

12. Analysis and design of RC elevated water tank

References 1. G.S. Pandit & S.P. Gupta, ―Structural Analysis–A Matrixapproach‖,2nd Edition, Tata McGrah Hill Companies, 2011.

2. Devdas Menon, ―Structural Analysis‖, 2nd Edition, Narosa Publications, 2012.

3. KrishnamRaju N., ―Design of Bridges‖, 4th edition, Oxford and IBH Publishing Co., Ltd., 2008.

4. Ramchandra. ―Design of Steel Structures Vol. I & II‖, 3rd Edition, Standard Book House, New Delhi, 1998

BRIDGE DESIGN STUDIO

(ELECTIVE LAB –II)

Course Code: 19CE2262 L P C 0 3 1.5

Course Outcomes:

At the end of the course students will be able to

CO1: Understand preliminary design of a bridge and carry out the

survey.

CO2: Workout the alignment and vertical profile of the bridge with bridge type.

CO3: Analyze and design the bridge structure for the given loads

CO4: Prepare the drawings and estimate the cost of the bridge project CO5: Prepare the construction schedule and planning

LIST OF EXPERIMENTS

1. Site measurement of prototype struc

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