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SCHOOL OF CIVIL AND CHEMICAL ENGINEERING CURRICULUM M. Tech. Structural Engineering (2016 - 17 Batch onwards) Breakup of Courses University Core (27 Credits) Course Code Course Title L T P J C MATxxxx Advanced Mathematical Methods 3 0 0 0 3 ENGxxxx Technical English I & Technical English II (or) Foreign Language 0 0 2 0 0 0 2 2 0 0 0 0 2 STS5001 and 5002 Soft skills - - - - 2 SET5001 and 5002 SET Projects - - - - 4 6099 Master's Thesis - - - - 16 Total 27 University Elective : 6 Credits Sl. No. Category Credits 1 University Core 27 2 University Elective 6 3 Programme Core 19 4 Programme Elective 18 Minimum credits required to qualify 70 Credits Offered 70

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SCHOOL OF CIVIL AND CHEMICAL ENGINEERING

CURRICULUM

M. Tech. Structural Engineering

(2016 - 17 Batch onwards)

Breakup of Courses

University Core (27 Credits)

Course Code Course Title L T P J C

MATxxxx Advanced Mathematical Methods 3 0 0 0 3

ENGxxxx Technical English I &

Technical English II

(or)

Foreign Language

0

0

2

0

0

0

2

2

0

0

0

0

2

STS5001 and 5002

Soft skills - - - - 2

SET5001 and 5002

SET Projects - - - - 4

6099 Master's Thesis - - - - 16

Total 27

University Elective : 6 Credits

Sl. No. Category Credits

1 University Core 27

2 University Elective 6

3 Programme Core 19

4 Programme Elective 18

Minimum credits required to qualify 70

Credits Offered 70

Program Core (19 Credits)

Course Code

Subject Name L T P J C Pre

requisite

Theory of Elasticity and Plasticity 2 1 0 0 3 -

Design of Concrete Structural Systems 2 1 0 4 4 -

Finite Element Analysis

2 1 0 4 4 Theory of

Elasticity and Plasticity

Structural Dynamics 2 1 0 4 4 -

Advanced Design of Steel Structures

2 1 0 4 4

Design of Concrete Structural systems

Total 19 -

Program Elective (18 Credits to be earned)

Course Code

Subject Name L T P J C Pre

requisite

Advanced Concrete Materials and Technology

2 0 0 4 3 -

Pre‐stressed Concrete Structures 2 0 0 4 3

Design of Concrete Structural systems

Matrix Methods of Structural Analysis 2 1 0 0 3 -

Earthquake Resistant Design 2 0 0 4 3 Structural Dynamics

Advanced Foundation Design 2 1 0 0 3 -

Design of Bridges 2 0 0 4 3 -

Analysis and Design of Tall Structures 2 0 0 4 3

Advanced Design of Steel Structures

Experimental Stress Analysis 2 0 0 4 3 -

Machine Foundations 2 0 0 4 3 -

Repair and Rehabilitation of Structures 2 0 0 4 3 -

Prefabricated Structures 2 0 0 4 3 -

Course Code

Subject Name L T P J C Pre

requisite

Application of Numerical Methods in Structural Engineering

2 1 0 0 3 Advanced Mathematical Methods

Stability of Structures 2 0 0 4 3 -

Structural Optimization 2 0 0 4 3

Advanced Design of Steel Structures

Theory and Design of Plates and Shells 2 1 0 0 3 Theory of Elasticity and Plasticity

CLE THEORY OF ELASTICITY AND PLASTICITY L,T,P,J, C 2, 1, 0,0,3

Module Topics L

Hrs SLO

1 Elasticity: Analysis of Stress and Strain - Elasticity approach – Definition and notation of stress – Components of stress and strain – Generalized Hooke’s law

4 1,5,6,9

2 Elasticity Solutions: Plane stress and plain strain problems with practical examples - Equations of equilibrium and compatibility conditions in Cartesian coordinates – Two dimensional Problems in Cartesian Coordinates

3 1,5,9,17

3 Cartesian Coordinates: Airy’s stress function - Bending of cantilever beams- Axi-symmetrical problems - Thick cylinder under uniform pressure - Circular arc beams subjected to pure bending.

4 1,5,9,14

4 Elasticity 3D Solution: Principal stresses and strains for three dimensional element – Equations of equilibrium and compatibility conditions for 3D problems in Cartesian co-ordinates - Transformation of stresses and strains.

5 1,5,9,14,

17

5 Polar Co-ordinates : Equations of equilibrium and compatibility conditions in Polar coordinates- Axi-symmetrical problems-bending of curved bars

4 1,6,9,14,

17

6 Torsion-Non-Circular Sections: Torsion - Torsion of various shaped bars - Pure torsion of prismatic bars - Prandtle’s membrane analogy - Torsion of thin walled tubes and hollow shafts

4 1,6,9,14,

17

7 Plasticity and Theory of Failure Introduction to plasticity – Stress – Strain diagram – Plastic analysis – Yield criteria – St. Venant’s theory – Von mises criterion – Plastic work – Strain hardening

4 1,5,8,9,1

4,17

8 Current Technology /Contemporary Issues/Guest lectures 2

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 5 Problems to be worked out by Students in Every Tutorial

Class Another 5 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15

1,2,9

Text Book 1. Timoshenko and Goodier, (2000), Theory of Elasticity, McGraw Hill Company, New

York.

References 1. Mendelson, A., (2002), Plasticity: Theory and Applications, Mac Millanand Co., New

York. 2. Sadhu Singh., (2004), Theory of Plasticity, DhanpatRai sons Private Limited, New

Delhi. 3. Ansel.C.Ugural and Saul.K.Fenster, (2003), Advanced Strength and Applied Elasticity,

Fourth Edition, Prentice Hall Professional technical Reference, New Jersey, 4. Chakrabarty.J, (2006), Theory of Plasticity, Third Edition, Elsevier Butterworth -

Heinmann – UK.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr. Abul Rahim & Dr.S.Elavenil

4-3-2016

Date of Approval by the Academic Council :

CLE DESIGN OF CONCRETE STRUCTURAL SYSTEMS L,T, P,J,C 2 1 0 4 4

Module Topics L Hrs SLO

1 Basic Design Concepts Limit state method - Design of beams- Short-term and long-term deflection of reinforced concrete beams and slab- Estimation of crack width in reinforced concrete members

4 1,2,5,6

2 Frame Analysis and Design Static and dynamic loading of structures

4 1,2

3 Inelastic Behaviour of Concrete Beams Moment curvature relationship – plastic hinge formation-moment redistribution in continuous beams

4 1,2

4 Deep Beams and Corbels Strut and tie method of analysis for corbels and deep beams, Design of corbels, Design of deep beams

4 1,2,5,6

5 Flat Slab Design of flat slabs and flat plates according to IS method – Check for shear - Design of spandrel beams -Yield line theory and Hillerborg’s strip method of design of slabs - Grid floor

4 1,2,5,6

6 Slender Columns Design of slender columns subjected to combined bending moment and axial force using IS 456-2000 and SP 16

4 1,2,5,6

7 Shear Wall Analysis and design of shear wall framed buildings

4 1,2,5,6

8 Cyclic Behavior and Ductile Detailing of Reinforced Concrete Frames

2 2

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 2 Problems to be worked out by Students in Every

Tutorial Class Another 2 Problems to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15

1,2,6,9

Text Book

1. Subramanian. N., (2013), Design Of Reinforced Concrete Structures, Oxford University

Press, New Delhi.

References

1. Gambhir.M.L., (2012),Design of Reinforced Concrete Structures, Prentice Hall of India,

New Delhi.

2. Unnikrishnan Pillai and Devadas Menon.,(2007),Reinforced Concrete Design, Third

Edition, Tata McGraw Hill Publishers Company Ltd., New Delhi.

3. Robert Park and Thomas Pauley (2009), Reinforced Concrete structures, John Wiley and

Sons.

4. Varghese. P.C., (2011), Advanced Reinforced Concrete Design, PHI Learning Pvt. Ltd.,

New Delhi.

5. Durham, (2003), Advanced Concrete Design, Oxford Publishing Private Limited.

6. IS 456 Plain and Reinforced Concrete - Code of Practice

7. IS 13920 Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic

Forces -Code of Practice

8. IS 1893 Criteria for earthquake resistant design of structures-Code of Practice

9. SP 16- Design Aids for Reinforced Concrete

LIST OF PROJECTS 60 Hrs 13,16,19,20

1. Seismic Behavior and Design of RC Shear Walls

2. Influence of orientation of shear walls on structural behavior of

RC buildings

3. Design of flat slab for a commercial building

4. Comparison of structural behavior of conventional roof and flat

slab system

5. Design of a deep beam for an aesthetic building

6. Use of software for the design of various structures

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr. A.S.Santhi & Dr.M.Helen Santhi

4-3-2016

Date of Approval by the Academic Council :

CLE FINITE ELEMENT ANALYSIS L,T,P,J,C Pre requisite: Theory of Elasticity and Plasticity 2, 1, 0,4,4

Module Topics L

Hrs SLO

1 Introduction - Background – General description of the method – Analysis procedure - Principles of elasticity Stress and strain vectors – Stain displacement equations – Linear constitutive equations – Overall stiffness matrix – Overall load matrix

4 1, 2,9

2 Theory of Finite Element - Concept of an element – Various element shapes – Displacement models – Approximation displacements by polynomials – Convergence requirements – Shape functions – Element strains and stresses – Analysis of beams

4 1,2,9

3 Natural Coordinates-Area and volume coordinates- Discretisation of a body or structure – Minimization of band width – Construction of stiffness matrix and loads for the assemblage – Boundary conditions – Mesh generation.

4 1,11,12

4 Two and Three Dimensional Problems - Analysis of plane truss, space truss, plane frame and grid- Axisymmetric elements

4 1,11,18

5 Plane Stress and Plane Strain Conditions CST, LST & QST elements - solutions of problems

4 1,11,12

,18

6 Isoparametric Formulation - Iso parametric Bar element - Plane bilinear isoparametric element - Plane stress element - Quadratic plane elements - Application of Gauss Quadrature formulation –Lagrange’s and serendipity elements

3 1,11,17

,18

7 Introduction to 3-D Elements- Three dimensional elasticity-Governing differential equations- Higher order Isoparametric solid elements

4 1,11,12,1718

8 Organization of FEM programs/guest lectures 3

1,11,12,18

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 2 Problems to be worked out by Students in Every Tutorial

Class Another 2 Problems to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15 1,2,9

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.D.Neeraja & Dr.K.Muthumani

4-3-2016

Date of Approval by the Academic Council :

Text Book:

1. Krishnamoorthy, C.S, "Finite Element Analysis", Tata McGraw Hill Publishing Co. Ltd., 2002

References:

1. Cook R.D., Malkas D.S. &Plesha M.E, "Concepts and applications of Finite Element Analysis", John Wiley &Sons., 1999.

2. Reddy, "Finite Element Methods", Tata McGraw Hill Co., 2002. 3. Zeinkeiwich O.C., “The finite element method in Engineering Science", Tata McGraw-

Hill. 1972 4. Zeinkeiwich O.C.,R.L.Tayler " The finite element method", Butterworth-Heinemann,2000

LIST OF PROJECTS 60 Hrs 13,16,19, 20

1. Galerkin Method for 2D elasticity problem 2. Suitable displacement function for finite element formulation 3. Stiffness matrix of isoperimetric element 4. Stiffness matrix of beam element from energy principle 5. Lagrange and serendipity elements 6. Two and three dimensional numerical integration 7. Analysis of framed structure 8. Formulation of stiffness matrix for solid elements 9. Formulation of stiffness matrix for plates and shells

CLE STRUCTURAL DYNAMICS L,T,P,J,C

2,1,0,4,4

Module Topics L Hrs SLO

1 Introduction

History of vibration - Dynamic analysis and their importance to

structural engineering problems - Degrees of freedom -

D’Alembert’s principle - Lagrange’s equation - Simple

harmonic motion.

2 1,2,6

2 Single Degree of Freedom

Mathematical model for SDOF systems - Free vibration -

Undamped - Damped - Critical damping - Measurement of

damping - Vibration measuring instruments.

4 1,2,6,17

3 Response of SDOF Systems

Response of SDOF system to Harmonic Loading, Periodic

loading and Impulse Loading - Transmissibility - Fourier series

- Duhamel’s integral - Numerical integration.

5 1,2,6,14

,17

4 Multi Degree of Freedom System

Equation of motion - Free vibration - Undamped - Damped -

Evaluation of structural property matrices - Mode shape -

Orthogonality relationship.

4 1,2,6,14

,17

5 Response of MDOF Systems

Rayleigh’s method - Rayleigh-Ritz method - Stodola’s method

- Stiffness method - Mode superposition method.

5 1,2,6,14

,17

6 Continuous Systems

Differential equation of motion - Transverse vibration - Axial

vibration - Natural frequency and mode shape of simple

beams with different end conditions – Variable cross section

beams - Orthogonality relationship.

4 1,2,6,14

,17

7 Non-linear Numerical Techniques

Wilson Theta method - Newmark Beta method - Runge-Kutta

method.

3 1,5,6,11,12,18

8 Guest lectures / Current Technology / Case study 3

1,5,6,11,12,18

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 3 Problems to be worked out by Students in Every

Tutorial Class Another 3 Problems per Tutorial Class to be given as Home

Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

15

1,2,9

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

Text Book

1. Mario Paz and William Leigh (2006), Structural Dynamics - Theory and Computation,

Springer.

References

1. Clough and Penzien., (2015), Dynamics of Structures, CBS Publishers and Distributors,

New Delhi.

2. Chopra. A. K., (2003), Dynamics of Structures - Theory and Applications to Earthquake

Engineering, Prentice Hall India Private Ltd., New Delhi.

3. Craig.R.R., (1998), Structural Dynamics - An Introduction to Computer Methods, John

Wiley and Sons, London.

4. Roy R.Craig, Jr. Andrew J. Kurdila (2011), Fundamentals of Structural Dynamics, John

Wiley and Sons, London.

LIST OF PROJECTS 60 Hrs 13,16,19,20

Following topics can be considered for experimenting using a simple

model

1. Response of SDOF system - Free undamped / Free damped.

2. Response of MDOF system - Free undamped / Free damped.

3. Earthquake wave propagations. 4. Frequency and mode shape determination.

5. Damper and its function.

6. Temperature and dynamics.

7. Dynamic structures.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. Simon J. & Dr.K.Muthumani 4-3-2016

Date of Approval by the Academic Council :

CLE ADVANCED DESIGN OF STEEL STRUCTURES L,T,P,J,C Pre requisite: Design of Concrete Structural systems 2,1,0,4,4

Module Topics L Hrs

SLO

1 Stability and Plate Buckling

Classification of structures- wind load analysis 3 1,5,6,9

2 Beam- column Connections/Semi Rigid Connections

Throat and Root Stresses in Fillet Welds – Seated Connections

Unstiffened and Stiffened seated Connections – Moment Resistant

Connections – Clip angle Connections – Split beam Connections –

Framed Connections

4 1,5,9,17

3 Fatigue

Types of fatigue leading and failure- Fatigue test, endurance limit-

S-N diagram- Various failure relations- Factors influencing fatigue

strength- Influence of stress concentration on fatigue test

4 1,5,9,14

4 Plastic Analysis and Design of Structures :

Introduction - Shape factors - Mechanisms - Plastic hinge -

Analysis of beams and portal frames - Design of fixed and

continuous beams.

4 1,5,9,14,17

5 Design of Light Gauge Steel Structures:

Types of cross sections - Local buckling and lateral buckling -

Design of compression and tension members - Beams - Deflection

of beams- Cold formed steel structures

5 1,6,9,14,17

6 Design of Steel -concrete Composite Sections:

Design of beam – columns- composite slabs 4 1,6,9,14,17

7 Design of Steel Members with Hollow Sections

Design of structural steel hollow sections 4 1,5,9,14,17

8 Emerging Technology on Steel Structures Pre Engineered buildings and large span structures

2

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 3 Problems to be worked out by Students in Every Tutorial

Class Another 3 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

15

1,2,6,9

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

Text Book

1. Galyordand Galyord (2012), Design of Steel Structures, Tata McGraw Hill, Education

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

4. IS 800 General Construction in Steel — Codeof Practice 5. IS 801Code of Practice for use of Cold-Formed Light Gauge Steel Structural

Members in General Building Construction 6. IS 811Specification for Cold formed light gauge structural Steel sections 7. IS 11384 Code of practice for composite construction in structural steel and concrete

LIST OF PROJECTS 60 Hrs 13,16,19,20

1. Design of a Steel Industrial Building

2. Design of a Steel Truss Building

3. Design of a Steel hanger building

4. Design of connection details in Steel Space Structures

5. Design of a Steel parking Structure

6. Analysis and design of steel chimney

7. Analysis and design of a steel tower

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.Abdul Rahim & Dr.M.Helen Santhi 4-3-2016

Date of Approval by the Academic Council :

CLE ADVANCED CONCRETE MATERIALS AND TECHNOLOGY L,T, P, J, C 2, 0, 0, 4, 3

Module Topics L Hrs SLO

1 Concrete Materials and Admixtures Cement, Fine and Coarse aggregates –Mineral and Chemical Admixtures – Properties and applications.

4 1,2,6,14

2 Behaviour of Fresh Concrete and Hardened Concrete

Behaviour of Concrete with and without admixtures - Modern trends in concrete manufacture and placement techniques - Ready mix concrete - Rheological behaviour of fresh concrete and hardened concrete.

4 1,2,6,14

3 Concrete Mix Design

Methods of mix design-Design of concrete mixes by using IS code method and ACI method

4 1,2,5,6,1

1

4 Mechanical Properties of Concrete

Compressive strength test- Split tensile strength test-Flexural test- Modulus of elasticity of concrete-Static modulus -Stress-strain characteristics- Dynamic modulus- Factors affecting strength of concrete.

4 1,2, 11,

14

5 Non-destructive Testing of Concrete Rebound hammer test – UPV test – Half cell Potential test – Thermography – Pull out test.

3 1,2, 6, 11, 17,

14

6 Durability Properties of Concrete

Rapid chloride permeability test- Water absorption test – Resistance against sulphate attack, acid attack, alkaline attack- Effect of elevated temperature.

4 1,2,6,11

7 Special Concrete

High performance concrete- Lightweight concrete – High density concrete - Polymer concrete - Fibre reinforced concrete – Self compacting concrete.

3 1,2,6,11,

8 Special Concreting Methods

Cold weather concreting - Hot weather concreting -Pre-packed concrete - Vacuum concrete - Gunite/ Shotcrete - Ferrocement - Roller compact concrete

4 1, 2, 6,14

Total Lecture Hours 30

Mode of Delivery: Power point presentations, Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.S.K.Sekar/Prof. A.Sofi & Dr.V.Vasugi 4-3-2016

Date of Approval by the Academic Council :

Text Book 1. Metha.P.K., (2005), Concrete: Microstructure, Properties and Materials, McGraw-Hill,

New Delhi.

References 1. Neville.A.M.,Brooks.J.J., (2008), Concrete Technology, Pearson Education, New Delhi.

2. Gambir.M.L., (2009), Concrete Technology, Tata Mc-Graw Hill-Education, New Delhi.

2. Shetty.M.S.,(2005), Concrete Technology, S. Chand and Company Ltd, New Delhi.

3. IS : 12269, Specification for 53 grade ordinary Portland Cement, BIS, New Delhi

4. IS : 383, Specification for Coarse and fine natural sources for Concrete, BIS, New

Delhi

5. IS:10262, Concrete Mix Proportioning -Guidelines

6. ACI 211.1-91 Reapproved 2009, Standard Practice for selecting Proportions for

Normal, Heavyweight, and Mass Concrete.

LIST OF PROJECTS 60 Hrs

13,16,19 ,20

1. Determine the compressive strength of concrete specimens by

replacing the control concrete with pozzolanic materials and also find

the cost of 1 m3 of concrete.

2. Determine the split tensile strength of fibre reinforced concrete.

3. Determine the flexural strength of fibre reinforced concrete.

4. Determine the compressive strength of concrete specimens by

adding chemical admixtures to reduce w/c ratio to achieve good

workability.

5. Determine the modulus of elasticity of concrete specimens with

mineral admixtures.

6. Find the workability of self-compacting concrete.

7. Use of NDT equipment

CLE PRE-STRESSED CONCRETE STRUCTURES L,T,P,J,C Pre requisite: Design of Concrete Structural systems 2, 0,0,4,3

Module Topics L Hrs

SLO

1 Introduction Introduction – Development of Pre-stressed Concrete, General Principles of Pre-stressed Concrete, Classification and types of pre-stressing, Stages of loading, Materials –Concrete and Steel - stress, strain characteristics.

3

2, 3, 5, 6

2 Losses in Pre-stress Significance of loss of Pre-stress, Immediate losses and time dependent losses

3 2, 3, 5, 6

3 Deflections Deflections- calculation for short term/immediate and long term deflection

7 2, 3, 5, 6, 9

4 Design for Flexure and Shear Design For Flexure and shear– Flexural analysis of beams for limit state of serviceability, design for simply supported beams for limit state of collapse – Shear and Diagonal tension in Un-cracked beams, Diagonal cracking in shear, shear design for Limit state of collapse

4

2, 3, 5, 6

5 Design for Torsion Torsion in concrete structures – Torsional design for pre-stressed concrete structures – Limit State of Collapse

4 2, 3, 5, 6, 9

6 Design of End Anchorages Stress distribution in end block – design of anchorage zone reinforcement

3 2, 3, 5, 6

7 Indeterminate Structures Concept of concordant cable and profile – sketching of pressure lines for continuous beams.

4 2, 3, 5, 6

8 Guest Lecture – Pre-stressed Concrete Bridges 2 2, 3, 5, 6

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book 1. Krishna Raju. N.,(2014), Pre-stressed Concrete - Problems and Solutions, CBS

Publishers and Distributors, Pvt. Ltd., New Delhi.

References 1. IS: 1343 Indian Standard code of practice for Pre-stressed concrete. 2. IS: 3370 Indian Standard code of practice for concrete structures for storage of liquids. 3. Dayaratnam.P.,(2000), Pre-stressed Concrete, Tata McGraw Hill Publishing Co. New

Delhi. 4. Ramaswamy. G. S., (1990), Modern Pre-stressed concrete design, Arnold Heinimen,

New Delhi. 5. Guyon. V., (1995), Limit State Design of Pre-stressed Concrete, Applied Science

Publishers, London. 6. Lin. T.Y.,(1995), Design of Pre-stressed concrete structures, Asia Publishing House,

Bombay.

LIST OF PROJECTS 60 Hrs 13,16,19,

20

1. Analysis and Design of Pre-stressed concrete box girder

2. Effect of time dependent losses on the ultimate strength

behaviour of pre-stressed concrete beam

3. Analysis and Design of composite pre-stressed cast in-situ slab

4. Cost comparison of a pre-stressed circular water tank with a

reinforced concrete water tank

5. Design and analysis of a two span continuous beam to find an

optimized cable profile

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. M.Harish & Dr.I.Yamini Sreevalli 4-3-2016

Date of Approval by the Academic Council :

CLE MATRIX METHODS OF STRUCTURAL ANALYSIS L,T,P,J,C 2,1,0,0,3

Module Topics L Hrs SLO

1 Energy Concepts Transformation of Coordinates - Basic assumptions - Types of loads - Compatibility conditions - Static and kinematic indeterminacy - Principles of superposition - Strain energy - Stiffness for beam element from strain energy

5 1, 2,9

2 Matrix Methods Properties of stiffness and flexibility matrices- solution of simple problems

4 1,2,9

3 Flexibility Method Flexibility method applied to statically indeterminate structures - Analysis of continuous beam, plane truss and plane frame

4 1,11,1

2

4 Stiffness Method Stiffness method applied to kinematically indeterminate structures - Analysis of continuous beam, plane truss and plane frame

4 1,11,1

8

5 Space Truss Analysis of space truss and space frame by stiffness matrix method.

4 1,11,12,18

6 Grid Structures Analysis of grid by matrix methods- Special analysis procedures - static condensation and sub structuring - initial and thermal stresses.

3 1,11,17,18

7 Special Conditions Effects of temperature change and lack of fit. Related numerical problems by flexibility and stiffness method

4 1,11,12,1718

8 Current issues/guest lectures 2

1,11,12,18

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 5 Problems to be worked out by Students in Every Tutorial

Class Another 5 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15 1,2,9

Text Book 1. Pandit. G.S.,and Gupta. S.P., (2008), Structural Analysis (A matrix approach) 2nd edition,

Tata McGraw Hill Publishing Ltd., New Delhi. References

1. Przemieniecki. J.S,(2001), Theory of Matrix structural Analysis, McGraw-Hill, New York. 2. Kanchi., (1998), Matrix Structural Analysis, Wiley Eastern Ltd., New Delhi. 3. AslamKassimali., (2011), Matrix Analysis of Structures, SI edition, Course Technology 4. William Weaver and James Gere(1990), Matrix analysis for framed structures, Van

Nostrand Reinhold.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.D.Neeraja & Dr.K.Muthumani 4-3-2016

Date of Approval by the Academic Council :

CLE EARTHQUAKE RESISTANT DESIGN L, T, P, J, C Pre requisite: Structural Dynamics 2, 0, 0, 4, 3

Module Topics L

Hrs SLO

1 Seismology and Earthquake

Internal structure of the earth, continental drift and plate tectonics,

Faults, Elastic rebound theory, seismic waves and characteristics,

earthquake size, strong ground motion, seismic zoning map of India,

seismic hazard assessment

6 1,2,3

2 Principles of Earthquake Resistant Design

Seismic design philosophy - Principles of earthquake resistant design -

Response spectrum theory - Application of response spectrum theory to

seismic design of structures. Capacity - Design Principles - Design

criteria for strength - Stiffness and ductility.

3 1,2,3

3 Seismic Analysis of Moment Resisting Frames

Determination of design lateral forces as per IS: 1893 – equivalent

static force and dynamic analysis procedure. Effect of infill stiffness on

analysis of frames – equivalent diagonal strut.

5 1,2,5,6

4 Modelling, Analysis and Design of Structures

Seismic analysis and design of RC structures using software - static

and dynamic methods – equivalent static, response spectrum and time

history methods.

3 1,2,5,6

5 Design of Beam Column Junctions

Elastic and Inelastic deformations of structures – ductility of the

composite system - design of axial and flexural members – beam

column junction detailing – strong column weak beam effects as per IS:

13920.

5 1,2,5,6

6 Design of Shear Walls

Unreinforced and reinforced masonry shear walls – analysis and design

of reinforced concrete shear walls.

3 1,2,5,6

7 Vibration Control Techniques

Vibration control – energy dissipating devices – principles and

application, basic concept of base isolation – various systems, case

studies.

3 1,2,5,6,

17

8 Guest Lectures by experts from Industry/Institutional 2 17

Total Lecture Hours 30

Mode of Delivery: Power point presentations, Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book

1. PankajAgarwal and Manish Shrikhande., (2010), Earthquake resistant design of structures, Prentice-Hall India Pvt Ltd., New Delhi.

References 1. Pauley andPriestly., (1992), Seismic design of reinforced concrete and masonry buildings,

John Wiley and Sons, London.

2. Kramer.S.L. (2000), Geotechnical Earthquake Engineering, Prentice-Hall India Pvt Ltd, New

Delhi.

3. IS: 1893 (Part 1), Criteria for earthquake resistant design of structures.

4. IS:13920, Ductile detailing of reinforced concrete structures subjected to seismic forces.

LIST OF PROJECTS 60

Hrs

13,16,19,20

1. Gathering information about faults, earthquake magnitude, seismic

wave velocity for the particular region

2. Seismic hazard analysis of the site

3. A case study on structural failures due to recent/old earthquake

shaking.

4. Comparison of inter storey drift of multi-storied building using linear

static and dynamic methods

5. Determine the effect of infill stiffness on reduction of inter storey drift

6. Analysis and design of regular/irregular buildings considering strong

column-weak beam criteria (linear static / dynamic)

7. Determine the optimum position of shear wall / design of ductile shear

wall systems / evaluation of response modification factor for shear wall

– using different methods of modeling of shear wall

8. Modeling and analysis of buildings considering vibration control

techniques

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. J.Visuvasam & Dr.K.Muthumani 4-3-2016

Date of Approval by the Academic Council :

CLE ADVANCED FOUNDATION DESIGN L,T,P, J, C 2, 1, 0, 0, 3

Module Topics L

Hrs SLO

1 Raft Foundations Bearing capacity of rafts; Rafts on clays and sands; Compensated raft; Flexible and rigid rafts (IS: 2950); Settlement analysis of rafts (under embankment loading).

4 1, 5, 6, 9

2 Pile Foundations Load capacity of piles in sands and clays; α - method; Brom's analysis; Laterally loaded piles; Uplift capacity of piles; Pile group capacity; Pile load test. Analysis of stress waves in pile driving.

4 5, 6, 9

3 Piled Rafts Concept of a piled raft - Examples, definitions and terminology; Piled raft as a composite construction; Advantages of piled rafts; Performance and design of a piled raft; Steps involved in piled raft design.

6 1,9

4 Well Foundations Well Foundations - Types of wells or caissons – Drilled shafts and caissons - Design and construction

4 6, 9

5 Deep Excavation Protection Systems Sheeting and bracing systems in shallow and deep open cuts in different soil types - Cantilever sheet piles, Anchored sheet piles; Stability and design of braced supports. Diaphragm walls

4 5, 6, 9

6 Coffer Dams Types of Coffer dams, merits and demerits; Design of single wall coffer dams; Stability aspects, TVA method and Cumming's method.

3 1, 5

7 Reinforced Earth Walls Advantages of RE walls, Behaviour of RE walls, Soil-reinforcement interaction; Internal and external stability conditions; Field applications of RE walls.

3 1, 9

8 Case studies related to foundation failure. 2 6, 9

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts

Tutorial Minimum of 5 Problems to be worked out by Students in Every Tutorial

Class Another 5 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

15

1,2,6,9

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

Text Book 1. Bowles, J. E., (2001), Foundation Analysis and Design, 5th Edition, McGraw Hill Book

Co., New York.

References 1. Murthy. V. N. S., (2009), Soil Mechanics and Foundation Engineering - CBS

Publications, Delhi. 2. Varghese. P. C., (2009), Design of Reinforced Concrete Foundations, Prentice Hall of

India, New Delhi. 3. Fang. H.Y.,(2012), Foundation Engineering Handbook, Springer Science and Business

Media. 4. Das. B. M., (2010), Principles of Foundation Engineering, CL Engineering. 5. Tomlinson M and Woodward J. (2008). Pile Design and Construction Practice” Fifth

Edition. Taylor and Francis. 6. Fleming K, Weltman A, Randolph M and Elson K (2009). Piling Engineering. Third

Edition. Taylor and Francis. 7. Swamisaran (2005), Reinforced soil and its Engineering applications

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.S.S.Chandrasekaran/Dr.Muthu kumar & Dr.P.Subramaniam 4-3-2016

Date of Approval by the Academic Council :

CLE DESIGN OF BRIDGES L,T,P,J,C 2, 0, 0,4,3

Module Topics L

Hrs SLO

1 General Definition, History, Different types (Permanent/Temporary), Classification based on material, span, structural form etc.,. Field Surveys and selection of site

4 1,2,5

2 Hydraulic Design of Bridges Estimation of Flood discharge by various methods, Scour phenomenon & patterns, Calculation of linear waterway and scour depth, Introduction to River training & protection works

4 1,2

3 Bridge Deck Analysis IRC loadings and introduction to bridge loading worldwide- Analysis of box culverts, solid slab bridges by IRC/Effective width method- Pigeaud's method etc.,- Analysis of girder bridges by Courbon's method and Grillage method.- Introduction to other methods of analysis like Finite element, Finite strip method etc.,.

4 1,2

4 Design of Small Bridges & Culverts Design of box culverts, short span slab decks in square & skew. Design of girder bridges (I, T and Box) by IRC method.

4 1,2,5

5 Long span & Special type bridges Analysis & design principles of continuous bridges, arch bridges, integral bridges, cable stayed bridges and suspension bridges.

4 1,2,5

6 Design of Substructure & Foundations Design of piers & abutments, Wing walls & returns, Shallow & deep foundations. Introduction to Reinforced Earth in flyover approaches.

4 1,2,4

7 Bridge Appurtenances Bearings, Expansion joints, Deck drainage, Crash barriers & handrails.

4 1,2

8 Current technology/ guest lectures 2 7

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book 1. Johnson Victor. D., (2012), Essentials of Bridge Engineering, Oxford Publishing

Company, New Delhi. References

1. Jain and Jai Krishna.,(2000), Plain and reinforced concrete, Vol.2.,Nem Chand Brothers, New Delhi.

2. Krishna Raju. N., (2014), Design of Bridges, Oxford and IBH Publishing Co., New Delhi 3. Rakshit. K. S., (2010), Design and Construction of Highway Bridges, New central Book

Agency, New Delhi. 4. Standard specifications and code of practice for road bridges, (2005) – IRC section I, II,

III and IV. The Concrete Association of India, (2000), Concrete Bridges. 5. Ponnuswamy (2008), Bridge Engineering, McGraw-Hill Education (India) Pvt Limited

LIST OF PROJECTS 60 Hrs

13,16,19,20

1. Detailed design of any one type of bridge (RCC, prestressed, composite and steel) with detailed drawings.

2. Working model of bridge including all the structural elements. 3. Detailed report of bridge construction activities (minimum 10 days in

site training 4. Industrial visit - visit to existing bridge location to understand various

components of bridge, occurrence of scour etc., and new bridge construction sites.

5. Use of software like STAAD Pro and/or equivalent general purpose software for bridge deck analysis, Development of spread sheets for design of pier, abutment, bearing etc

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.G.Mohan Ganesh/Dr. T.S. Viswanathan & Prof.M.Senthil Pandian 4-3-2016

Date of Approval by the Academic Council :

CLE ANALYSIS AND DESIGN OF TALL STRUCTURES L,T,P,J,C Pre requisite :Advanced Design of Steel Structures 2 0 0 4 3

Module Topics L

Hrs SLO

1 Types of Buildings and Loads Calculations Classification of buildings according to NBC – Wind load – Seismic load – Quasi static approach- combination of loading

3 1,2

2 Rigid Frames: Rigid frame behaviour- analysis of gravity loading- Substitute frame method for dead load and live loads- analysis of horizontal loading- Portal - Cantilever and factor methods – Kani’s method- Equivalent frame method- Diaphragm openings

6 1,2

3 Braced Frame Types of bracing- behaviour of bracing- methods of analysis- member force analysis- drift analysis

4 1,2

4 Core and Outrigger System Behaviour- optimum location of single outrigger- optimum location of two outrigger- framed tube systems

4 1,2

5 Shear Wall System Behaviour and analysis of shear wall- coupled shear wall

4 1,2,5,6

6 In-filled Frame Systems Importance – Methods of analysis – Equivalent truss and frame method – Force-displacement method – Effect of perforation in the in-filled frame.

3 1,2,5

7 Three Dimensional Analysis Basic principles – Centre of rotation of a rigid floor, Force displacement method

3 1,2

8 Design of Multistoreyed buildings- Guest Lecture 3 1,2,5,6

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book:

1. B.S. Taranath (2011), Structural analysis and design of tall building

References 1. Sarwar Alam Raz, (2001), Analytical methods in Structural Engineering, Wiley Eastern

Private Limited, New Delhi. 2. Ghali.A., Neville.A.M and Brown.T.G, (2003), Structural Analysis – A unified classical and

Matrix Approach (Fifth Edition), Span press 3. IS 13920 Ductile detailing of reinforced concrete structures 4. IS 875 Code of practice for design loads 5. IS 1893 Criteria for earthquake resistant design

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.A.S.Santhi & Dr.S.Elavenil 4-3-2016

Date of Approval by the Academic Council :

LIST OF PROJECTS 60 Hrs 13,16,

19,20

1. Design of Outrigger structure system for tall building

2. Effect of wind in various heights of the tall building structures

3. Seismic performance on symmetrical & unsymmetrical tall building

4. Analysis of various bracing system in high rise steel structure

5. Design of coupled shear wall structures.

CLE EXPERIMENTAL STRESS ANALYSIS L,T,P,J,C 2 0,0,4,3

Module Topics L

Hrs SLO

1 Strain Gauges

Strain Gauges - Mechanical and optical strain gauges – Description and operation – Electrical resistance- Inductance and capacitance gauges – Detailed treatment on resistant gauges.

4 1,2,5,12

2 Static and Dynamic Strains

Measurement of static and dynamic strains – Strain rosettes – Effect of transverse strains – Use of strain recorders and load cells.

4 1,2,5,12,

17

3 Model Analysis

Model Analysis - Structural similitude – Use of models – Structural and dimensional analysis – Buckingham Pi Theorem – Muller Breslau’s principle for indirect model analysis- Introduction to centrifuge modelling

4 1,2,6,12,

14,17

4 Deformeters

Use of Begg’s and Eney’sdeformeters – Moment indicators – Design of models for direct and indirect analysis.

4 1,2,6,12,

14,17

5 Two Dimensional Photo Elasticity

Two dimensional photo elasticity - Stress optic law – Introduction to polariscope – Plane and circular polariscope – Compensators and model materials – Material and model fringe value.

4 1,2,6,12,

14,17

6 Calibration of Photo Elastic Materials

Calibration of photo elastic materials – Isochromatic and isoclinic fringes – Time edge effects - Three dimensional photo elasticity - Introduction – Stress freezing techniques – Stress separation techniques – Scattered light photo elasticity – Reflection polariscope.

5 1,2,6,12,

14,17

7 Miscellaneous Methods

Brittle coating method – Birefringence techniques – Moire fringe method

3 1,5,6,11,

12,18

8 Industrial visits, Guest lectures 2

1,5,6,11,12,18

Total Lecture Hours 30

Mode of Delivery: For example….Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book:

1. Srinath, L.S., (2004), Experimental Stress Analysis, Tata McGraw Hill Publishing Co., New Delhi.

References

1.Dally J.W., Riley W.F., (2007), Experimental Stress Analysis, McGraw Hill Book Company, New York.

2. Heteny. M.,(2008), Handbook of Experimental Stress Analysis, John Wiley and Sons, New York.

3. Frocht. M.M., (2010), Photo-elasticity Vol I andII., John Wiley and Sons, New York.

LIST OF PROJECTS 60 Hrs 13,16,19, 20

1. Slip deformation in mild steel. 2. Isochromatic patterns for aluminium tensile bar using

photoelastic coating method 3. Isochromatic patterns in semi-infinite plate subject to localized

blast load. 4. Determination of residual stresses in conjunction with the hole-

drilling method 5. Detection of stress corrosion cracking and hydrogen

embrittlement susceptibility of test samples. 6. Test of turbine blades for cracks and porosity.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. M.Harish & Dr.S.Elavenil 4-3-2016

Date of Approval by the Academic Council :

CLE MACHINE FOUNDATIONS L,T, P, J, C 2, 0, 0, 4, 3

Module Topics L Hrs SLO

1 Theory of Vibrations Introduction – Soil behavior under dynamic loads, Vibration of single and two degree freedom system, Vibration of multi degree freedom system, Mass spring analogy - Barkan’s Theory

3 2

2 Vibration Isolation Introduction, Active and passive isolation, Methods of vibration isolation

3 1,2

3 Dynamic Soil Properties General factors affecting shear modulus, elastic modulus and elastic constants, Field Techniques – Cyclic plate load test, block vibration test, Standard Penetration Test, Seismic bore hole surveys, Laboratory techniques – Resonant column test, Cyclic simple shear and Triaxial compression test Problems

4 2

4 Machine Foundations General principles of machine foundation design, Types of machines and foundations, General requirements of machine foundations, Permissible amplitudes and stresses. Dynamic stiffness of single pile and pile group

5 2, 17

5 Foundations of Reciprocating Machines Dynamic analysis and Design procedures 4 1, 5, 6

6 Foundations of Impact Type Machines Dynamic analysis and Design procedures

4

1, 2

7 Foundations of Rotary Machines Dynamic analysis and Design procedures

4

1, 5, 6

8 Case Studies Effect of machine foundation on adjoining structures, vibration isolation.

3

1, 2

Total Lecture Hours

30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts

Text Book 1. Swami Saran, (2010) Soil Dynamics and Machine Foundations, Galgotia Publications Pvt

Ltd., New Delhi. References

1. Srinivasulu.P. andVaidyanathan.C. (1998), Hand book on Machine Foundations, McGraw Hill ublications, New York.

2. Prakash. S. andPuri. V. K. (1997), Soil Dynamics and Design Foundation, McGraw Hill

Publications, New York.

3. I.S.2974, Part I to IV – Practice of Design and Construction of Machine Foundations. 4. KameswaraRao. (1998), Vibration Analysis and Foundation dynamics, AH Wheeler and

Co. 5. Das B.M and Ramanna G.V. (2011). Principles of soil dynamics 2nd Edition, Cengage

learning, Stanford, USA. 6. Indrajit Chowdury and Shambhu P Dasgupta (2015), Dynamics of Structure and

Foundation – A unified approach. Vol. 1& 2. CRC Press. Taylor and Francis

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr. S.S.Chandrasekaran/Dr.Muthukumar & Dr.P.Subramaniam 4-3-2016

Date of Approval by the Academic Council :

LIST OF PROJECTS 60 Hrs

13,16, 19. 20

1. Analysis of typical frame foundation in staad.pro for transient

loading

2. Analysis of typical single or group pile for dynamic loading

condition

3. Measurement and analysis of vibration (Any of these…pile driving /

construction / train / Vehicle)

4. FE analysis of block subjected to impact loads

5. Developing theoretical models for geo-materials

CLE REPAIR AND REHABILITATION OF STRUCTURES L,T, P, J, C 2, 0, 0, 4, 3

Module Topics L Hrs SLO

1 Introduction

Importance of maintenance - Types of maintenance - Decay of structures- Role of the maintenance engineer - Quality Assurance for concrete construction - Design and construction errors.

3 1,2,6,10

,14

2 Deterioration of Structures

Causes of deterioration of concrete, steel, masonry and timber structures- surface deterioration-efflorescence - Causes and preventive measures.

4 1,2

,6,14

3 Corrosion of Structures

Corrosion mechanism - Effects of cover thickness and cracking - Methods of corrosion protection – Inhibitors - Coatings - Cathodic protection for reinforcements.

4 1,6,14

4 Inspection and Assessment of Distressed structures

Visual inspection – Non-destructive tests –Ultrasonic pulse velocity method – Rebound hammer technique– Pullout tests – Core test.

4 1,6,14

5 Materials for Repair

Special concretes and mortar - Concrete chemicals - Special elements for accelerated strength gain - Expansive cement- Polymer concrete – Ferro cement, Fibre reinforced concrete - Fibre reinforced plastics.

4 1,6,14

6 Techniques for Repair

Techniques for repairing of spalling and disintegration of structures - Grouting –Autogenous healing- Pre-packed concrete- Protective surface coating.

4 1, 6,14

7 Strengthening of distressed buildings

Repairs to overcome low member strength – Deflection - Chemical disruption - Weathering wear - Fire leakage - Marine exposure- Use of FRP- NDT tests

3 1,5,6,11

8 Case studies

Case studies on rehabilitation of structures –Hospital buildings-Bridges-Residential Buildings-Industrial Buildings- Historical and monumental structures.

4 11,15,

18

Total Lecture Hours 30

Mode of Delivery: Power point presentations, Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr.S.K.Sekar/Prof.A.Sofi & Dr.S.Karthiyaini 4-3-2016

Date of Approval by the Academic Council :

Text Book

1. Modi, Poonam I., Patel, Chirag N.(2015), Repair and Rehabilitation of concrete structures PHI learning Pvt. Ltd. New Delhi.

References

1. Shetty, M.S. (2009), Concrete Technology Theory and Practice, S.Chand and company, New Delhi.

2. Garas, F.K,Clarke, J.L, Armer, (2011), Structural assessment, Butterworths, UK. 3. CPWD: Handbook on Repair and Rehabilitation of R.C.C. Buildings,(2011). 4. Case studies of rehabilitation, Repair, Retrofitting and strengthening of structures(2012),

International Association for Bridge and Structural Engineering. 5. Woodson, R. Dodge (2009), Concrete Structures - Protection, Repair and Rehabilitation. 6. Santha Kumar, A.R., (2007), Concrete Technology, Oxford University Press

LIST OF PROJECTS 60 Hrs 13,16,19. 20

1. Find a distressed building in your locality and carry out the diagnosis

of the structure for its safety. Find the reasons for distress and

suggest the remedial measures tom rectify the damages.

2. Using Non-destructive testing equipment, find the compressive

strength of the beam, column and slab for a building constructed 15

years ago. Tabulate all the values and suggest some possible

solutions, if the values are lesser than the permissible limit.

3. Using corrosion re-bar test, identify the corroded bar in beams,

slabs and columns. Prepare a detailed report of it and suggest

some possible remedial measures.

4. Find a distressed building in your locality; make a report for the

causes of deterioration of the building. Suggest some possible

remedial measures and estimate the total cost required to renovate

the building.

CLE PRE-FABRICATED STRUCTURES L,T,P,J,C 2, 0, 0,4,3

Module Topics L Hrs SLO

1 Design Principles General Civil Engineering requirements, specific requirements for planning and layout of prefabrication plant. IS Code specifications.Types of foundation - Modular co-ordination – Components - Prefabrication systems and structural schemes - Design considerations - Economy of prefabrication- assessment of handling and erection spaces

4 1,2,5

2 Precast Concrete Floors Precast flooring options-flooring arrangements-design of individual units-design of composite floors- Beams and roof elements

4 1,2

3 Precast Concrete Beams Types-composite -non composite-reinforced beam -pre stressed beam

4 1,2

4 Columns and Shear Wall Precast column design -precast shear walls- infill walls-cantilever walls -distribution of horizontal forces

4 1,2,5

5 Joints Basic mechanism-compression joint-shear joint - tension joint

4 1,2,5

6 Connections Pin jointed connection-moment resisting connections- beam to column- column foundation connections

4 1,2,4,

15

7 Machinery and Equipment Plant machinery, casting yard- casting and stacking

4 1,2

8 Current technology/current issue/Guest lecture 2

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book 1 Kim S.Elliott (2002), Precast Concrete Structures, BH publishers, United Kingdom.

References 1. Promyslov, V. (1998), Design and Erection of Reinforced concrete structures, MIR

Publishers, Moscow. 2. Levit, M., (2000), Precast concrete materials, Manufacture properties and usage, Applied

Science Publishers, London. 3. Hass, A.M., (1995), Precast concrete Design and Applications, Applied Science

Publishers, England. 4. Seismic Design of Precast Concrete Building Structures: State-of –the-art-Report (2003),

bulletin 27, CEB-FIP, By fib Fédérationinternationale du béton. 5. Ryan E. Smith, (2010), Prefab Architecture: A Guide to Modular Design and

Construction, John Wiley and Sons. Inc. London.

LIST OF PROJECTS 60 Hrs 13,16,19,

20

1. Design of precast buildings, bridge, industrial structure, framed

structure, etc (Detailed design with drawings including joints,

connection, foundation details)

2. Detailed report of precast construction activities ( minimum 10 days in

site training during week end)

3. .Detailed report of precast manufacturing activities ( minimum 10 days

in plant training during week end)

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Dr. T.S.Viswanathan & Dr.V.Vasugi 4-3-2016

Date of Approval by the Academic Council :

CLE APPLICATION OF NUMERICAL METHODS IN L,T,P,J C STRUCTURAL ENGINEERING 2, 1, 0,0 3

Pre requisite :Advanced Mathematical Methods

Module Topics L

Hrs SLO

1 Solutions of Simultaneous Equations Solution of simultaneous equations – Bending moment - Slope and deflection in beams.

4 1,2,6,7

2 Finite Difference Method-Slabs Membrane analogy using finite difference method for slabs-slope and deflection of slabs

4 1,2,7,17

3 Numerical Methods Numerical integration (Trapezoidal and Simpson’s rule) for determining shear, moment and deflection in beams– Gauss Quadrature formula.

4 1,2,6,7,17

4 Numerical Methods (Cont…) Newmark’s method – Determination of shear force - Bending moment - Slope and deflection in beams.

4 1,2,6,7,17

5 Eigen Values Problems Evaluation of Eigen values for stability problems- Evaluation of Eigen vectors for stability problems.

4 1,2,6,7,17

6 Boundary Elements And Discrete Element Methods .

3 1,2,6,7,17

7 Finite Strip Method Finite Strip method for analysis of plates.

3 1,5,6,7,11,

12,18

8 Industrial visits, Guest lectures 2

1,5,6,11,12,18

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial Minimum of 2 Problems to be worked out by Students in Every

Tutorial Class Another 5 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15

1,2,9

Text Book

1. Krishnaraju N.and Muthu, K.U., (2000), Numerical Methods for Engineering problems,

Macmillan India Ltd., New Delhi,

References

1. Rajasekaran, S.,(2006),Finite Element Analysis in Engineering Design, Wheeler

Publishing Co., Allahabad,

2. Tirupathi R. Chandrupatlaand Ashok D. Belegundu, (2011Introduction to Finite Elements

in Engineering, Pearson Education Pte. Ltd., New Delhi,

3. Grewal, B. S. Numerical Methods in Engineering and Science, Khanna Publishers, New

Delhi, 2005.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. Srinivasan & Prof.M.Ramesh Kannan 4-3-2016

Date of Approval by the Academic Council :

CLE STABILITY OF STRUCTURES L,T,P,J,C 2,0,0,4,3

Module Topics L Hrs SLO

1 Introduction Static equilibrium – Governing equation for columns – Analysis for various boundary conditions.

3 2, 3, 5, 6

2 Analysis of Column Eccentrically loaded column and Initial Imperfect column -Numerical Problems

3 2, 3, 5, 6

3 Beam Columns Theory of Beam column – Stability analysis of beam column with different types of loads – Failure of beam columns.

5 2, 3, 5, 6,

9

4 Analysis and Stability of Frames Various Boundary Conditions – Differential equations – Slope Deflection method

5 2, 3, 5, 6

5 Torsional Buckling Torsional load-Deformation characteristics of structural members- strain energy of torsion – Torsional and flexural torsional buckling of columns

5 2, 3, 5, 6,

9

6 Buckling of Plates Differential Equation of plate buckling –linear theory – critical load of a plate uniformly compressed in one direction.

3 2, 3, 5, 6

7 Buckling of Shells Differential equation – Analysis – Application

3 2, 3, 5, 6

8 Guest Lecture – Instabilities in Cold formed Steel Structures / steel tanks

2

Total Lecture Hours 30

Mode of Delivery: Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book 1. Iyengar. N.G.R., (2007), Elastic Stability of Structural Elements, Mc Millan, New Delhi.

References 1. Timoshenko. S. P, and Gere. J.M., (1963), Theory of Elastic Stability, McGraw Hill,

London.

2. Chajes. A., (1974), Principles of elastic stability, Prentice Hall, New Delhi. 3. Iyengar.N.G.R., (1986), Structural stability of columns and plates, Affiliated East-West

Press, New Delhi. 4. Galambos. T.V., (1998), Guide to stability design criteria for metal structures, Wiley,

London.

LIST OF PROJECTS 60 Hrs 13,16,19, 20

1. In-plane stability of non-orthogonal asymmetric steel frames

2. The ultimate load of stacked steel propping systems 3. Buckling length factors of hollow section members in lattice

girders 4. Comparison of global analysis methods and design rules for

steel frames 5. Stability of laterally supported steel sway frames 6. Design rule for lateral torsional buckling of channel sections 7. Lateral torsional buckling of laterally restrained steel beams 8. The influence of semi-rigid joint representation on the force

distribution and stability of steel frames.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. M.Harish & Dr.I.Yamini Sreevalli 4-3-2016

Date of Approval by the Academic Council :

CLE STRUCTURAL OPTIMIZATION L,T,P,J,C

Pre-requisite: Advanced Design of Steel Structures 2,0,0,4,3

Module Topics L

Hrs SLO

1 Introduction

Definition - Variables - Objective Function - Constraints - Design

space - Feasible and infeasible - Convex and Concave - Local and

global optima - Formulation of structural optimization problems.

1 1,2,6

2 Classical Technique

Differential calculus - Optimality criteria - Single variable

optimization - Multivariable optimization - Lagrange Multiplier

method - Khun - Tucker Criteria.

4 1,2,6,17

3 Linear Programming

Problem formulation - Graphical solution - Analytical method -

Standard form - Slack, surplus and artificial variables - Canonical

form - Basic feasible solution - Simplex method - Two phase

method - Penalty method - Duality theory - Primal - Dual algorithm.

4 1,2,6,14

,17

4 Unconstrained Nonlinear Programming

Unidimensional - Unimodal function - Exhaustive and unrestricted

search - Dichotomous search - Fibonacci Method - Golden section

method - Interpolation method - Unconstrained multivariable

function - Univariate method - Cauchy’s steepest descent method -

Conjugate gradient method (Fletcher Reeves) - Variable metric

methods - (Davidon - Fletcher Powell).

4 1,2,6,14

,17

5 Constrained Nonlinear Programming

Direct and indirect method- Cutting plane method - Method of

feasible direction - Interior penalty function - Exterior penalty

function method.

4 1,2,6,14

,17

6 Geometric and Dynamic Programming

Polynomial - Degree of difficulty - Reducing G.P.P to a set of

simultaneous equations - Unconstrained and constrained problems

with zero difficulty - Concept of solving problems with one degree

of difficulty. Bellman’s principle of optimality - Representation of a

multistage decision problem - Concept of sub-optimization

problems using classical and tabular methods.

5 1,2,6,14

,17

7 Structural Engineering Applications Methods for optimal design of structural elements, continuous beams and single storied frames using plastic theory - Minimum weight design for truss members - Fully stressed design - Optimization principles to design of R.C. structures such as multi-storey buildings, water tanks and bridges. Structural optimization for transient (dynamic) problems

4 1,5,6,11,12,18

8 Introduction to new technology

Genetic algorithm, ANN 4

1,5,6,11,12,18

Total Lecture Hours 30

Mode of Delivery: For example….Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Text Book

1. Rao. S.S., (2009), Engineering Optimization: Theory and Practice, Fourth Edition, John

Wiley and Sons Inc, London.

Reference Book

1. Smith. D.R., (1998), Variational Methods in Optimization, Dover Publications.

2. Haftka. R.T. and Gurdal, Z., (1992), Elements of Structural Optimization, Kluwer

Academic Publishers.

3. Spunt.,(1971), Optimization in Structural Design, Prentice Hall, New Jersey.

4. Majid.,(1974), Optimum Design of Structures, Newnes - Butterworths.

LIST OF PROJECTS 60 Hrs 13,16,19

1. Optimization to design a continuous beam - Plastic theory.

2. Optimization to design a single storied frame - Plastic theory.

3. Optimization to design a roof.

4. Optimization to design a water tank.

5. Optimization to design a bridge.

6. Optimization to design a reinforced concrete multi-storey building.

7. Optimization to design a minimum weight truss member.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. J.Simon & Dr.M.Senthil Kumar 4-3-2016

Date of Approval by the Academic Council :

CLE THEORY AND DESIGN OF PLATES AND SHELLS L,T,P,J,C Pre requisite: Theory of Elasticity and Plasticity 2, 1, 0,0,3

Module Topics L

Hrs SLO

1 Introduction Laterally loaded thin plates – Differential equation – Boundary conditions. Bending of plates

4 1,2,6,

2 Analysis of Plates Simply supported rectangular plates – Navier’s solution and Levy’s method – Rectangular plates with various edge conditions.

4 1,2,6,17

3 Analysis of Plates Symmetrical bending of circular plates – Finite difference method for analysis of square and rectangular plates.

4 1,2,6,14

,17

4 Folded Plates Introduction of folded plate structures – Structural behavior – Various types

4 1,2,6,14

,17

5 Shells Introduction - Types of shells – Structural action – Membrane theory – Limitations

4 1,2,6,14

,17

6 Analysis of Shells Beam method of analysis. Analysis and design of doubly curved shells – Elliptic paraboloid

5 1,2,6,14

,17

7 Analysis of Shells (Contd…) Conoid and hyperbolic paraboloid roofs.

3 1,5,6,11,12,18

8 Current technology /Guest lectures 2

1,5,6,11,12,18

Total Lecture Hours 30

Mode of Delivery: For example….Video Lectures, Industrial Visits and Guest Lecture by Experts from Industry.

Tutorial

Minimum of 5 Problems to be worked out by Students in Every Tutorial Class Another 5 Problems per Tutorial Class to be given as Home Work.

Tutorial Class Module 1: 2 hrs

Tutorial Class Module 2 : 2 hrs

Tutorial Class Module 3 : 2 hrs

Tutorial Class Module 4 : 2 hrs

Tutorial Class Module 5 : 2 hrs

Tutorial Class Module 6 : 2 hrs

Tutorial Class Module 7 : 2 hrs

Tutorial Class Module 8 : 1 hr

15

1,2,9

Text Book: 1. Timoshenko. S., (2010), Theory of Plates and Shells, McGraw Hill Education (India)

Private Limited, 2 edition, New York. Reference Books:

1. Chandrashekhara, K., (2001), Theory of Plates, University Press (India) Ltd., Hyderabad.

2. Szilard. R., (2003), Theories and Applications of Plate Analysis: Classical Numerical and Engineering Methods.

3. Bhavikatti. S.S., (2012), Theory of Plates and Shells, New Age International Publisher, First edition, New Delhi.

4. Reddy. J.N., (2006), Theory and Analysis of Elastic Plates and Shells: Solutions Manual, CRC Press Inc, 2nd Revised edition, London.

Mode of Evaluation: Continuous Assessment (CATs, J component, etc.) and FAT

Complied by: Recommended by the Board of Studies on:

Prof. V.Sairam & Dr.A.Arunkumar 4-3-2016

Date of Approval by the Academic Council :