school of engineering master of technology (m.tech) (civil...

School of Engineering

Master of Technology(M.tech)

(Civil- Structural Engineering)Batch 2015-2017

W.E.F. ___________________

DETAIL TEACHING SCHEME

SCHOOL OF ENGINEERING PROGRAM : M.TECH – Structural EngineeringACADEMIC YEAR - 2015-16 SEMESTER – IDEFINATION OF ONE CREDIT :

1. Lecture (L): 1 hour / week / semester, 2. Practical (P): 2 hour / week / semester3. Tutorial(T): 2 hour / week / semester

TEACHING SCHEME

CourseCode Course Name

Teaching Hours Credits Auditcourse CIE PSEE Remarks if

anyLecture Tutorial Practical

RM101 Research Methodology 3 0 0 3 N Y N

SE101 Matrix Methods of Structural Analysis 3 2 0 4 N Y Y

SE102 Theory of Elasticity 3 2 0 4 N Y Y

SE103 Advanced Design of ConcreteStructures 3 2 0 4 N Y Y

Elective I 3 0 0 3 N Y N

Total 15 6 0 18

Total Hours 21

Date: Director



List of Elective subjects:

SE104 Design of Prestressed ConcreteStructures

SE105 Repairs and Rehabilitation of Structures

SE106 Numerical Methods for StructuralAnalysis

SE107 Disaster Management and MitigationN- No CIE – Continuous internal evaluation

Y – Yes PSEE – Practical semester end examination including ITD, Dissertation, Industrial project, Industrial training etc..


SCHOOL OF ENGINEERING PROGRAM : M.TECH – Structural EngineeringACADEMIC YEAR - 2015-16 SEMESTER – IIDEFINATION OF ONE CREDIT :


TEACHING SCHEME

CourseCode Course Name

Teaching Hours Credits Auditcourse

CIE PSEE Remarks ifany

Lecture Tutorial Practical

SE201 Structural Dynamics and EarthquakeEngineering 4 0 2 5 N Y Y

SE202 Finite Element Method 3 2 0 4 N Y Y

SE203 Advanced Design of Steel Structures 3 2 0 4 N Y Y

SE204 Seminar 0 0 4 2 N Y Y

Elective II 3 0 2 4 N Y Y

Elective III 3 0 2 4 N Y Y

Total 16 4 10 23

Total Hours 30

Date: Director



List of Elective-II & III Subjects

SE205 Advanced Foundation Engineering

SE206 Design of Masonry Structures

SE207 Structural Optimization

SE208 Design of Bridges

SE 209 Theory of plates & shells

SE 210 Wind effects on structures

N- No CIE – Continuous internal evaluation



SCHOOL OF ENGINEERING PROGRAM : M.TECH – Structural EngineeringACADEMIC YEAR - 2015-16 SEMESTER – IIIDEFINATION OF ONE CREDIT :


TEACHING SCHEME

Course Code Course NameTeaching Hours

Credits Audit course CIE PSEE Remarks if anyLecture Tutorial Practical

SE301 Computer Aided StructuralAnalysis & Design Lab 0 0 4 2 N Y Y

SEDP1 Dissertation Phase I 0 0 0 20 N Y Y

Total 0 0 4 22

Total Hours 4N- No CIE – Continuous internal evaluation


Date: Director



SCHOOL OF ENGINEERING PROGRAM : M.Tech – Structural EngineeringACADEMIC YEAR - 2015-16 SEMESTER – IVDEFINATION OF ONE CREDIT :


TEACHING SCHEME

Course Code Course NameTeaching Hours

Credits Audit course CIE PSEE Remarks if anyLecture Tutorial Practical

SEDP2 Dissertation Phase II 0 0 0 25 N Y Y

Total 0 0 0 25

Total Hours 0N- No CIE – Continuous internal evaluation


Date: Director


Course Title Matrix Methods of Structural AnalysisCourse Code SE 101

Course Credit

Lecture : 03Practical : 00Tutorial : 01Total : 04

Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Discretize simple structures, identify degrees of freedom and formulate stiffnessmatrix.2. Analyse beams, trusses (2D and 3D) and frames (2D and 3D) for jointdisplacements and member forces.

3. Understand and Analyse the secondary effects in structural members.

4. Understand the fundamentals of non-linearity application in structural engineering.

Sr. No. Name of chapter & Details HoursAllotted

Section – I

1 Introduction: Principles of Virtual work, Basic concepts of flexibilityand stiffness. 5

2 Flexibility Member Approach: Analysis of Continuous beam, Plane truss& Plane Frame 8

3Stiffness Member Approach: Analysis of beam Continuous beam.Analysis for member loading (self, temperature & imposed), inclinedsupports, lack of fit, initial joint displacements and inclined supportcondition

8


Section – II

4Stiffness Member Approach: Plane truss, Plane frame, Grid, Space truss& Space Frame. Analysis for member loading (self, temperature &imposed), inclined supports, lack of fit, initial joint displacements andinclined support condition.

15

5 Introduction to Non-linearity in structure and non-linear analysis. 6Term Work :

Term work shall be based on the above mentioned course content.Instructional Method and Pedagogy

1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc

2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.

3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.

4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.

Reference Books1. Matrix Analysis of Framed Structure - Weaver W. and Gere J. M., CBS Publishers, Delhi.

2. Structural Analysis - Ghali & Nevelle, Spon Press, London.

3. Elementary matrix analysis of structures - H. Kardestuncer, Mc-Graw Hill, USA.

4. Matrix Analysis of Structures - Meghre & Deshmukh, Charotar Publication, Anand.

5. Computer Methods of Structural Analysis - Beaufait, Rowan, Hadley and Heckett

6. Linear Analysis of Frame works - Graves Smith

7. Computer Analysis of Structural Systems - Fleming J.F

8. Matrix Structural Analysis - McGuire, Gallagher, and Ziemian, John Wiley & Sons, Inc.2000 Matrix Analysis of Structures – Aslam Kassimali, Cengage Learning, USA.

Course Title Theory of ElasticityCourse Code SE 102

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Achieve Knowledge of design and development of problem solving skills.2. Understand the principles of stress-strain behaviour of continuum3. Describe the continuum in 2 and 3- dimensions4. Understand the concepts of elasticity and plasticity.


Section – I

1Definition of stress and strain and strain at a point, components ofstress and strain at appoint of Cartesian and polar co-ordinates.Constitutive relations, equilibrium equations, compatibility equationsand boundary conditions in 2-D and 3-D cases.

8

2Transformation of stress and strain at a point, Principal stresses andprincipal strains, invariants of stress and strain, hydrostatic and deviatricstress, spherical and deviatoric strains, max. shear strain

6

3Plane stress and plane strain: Airy’s stress function approach to 2-Dproblems of elasticity, simple problems of bending of beams. Solutionof axi-symmetric problems, stress concentration due to the presence ofa circular hole in plates.

7


Section – II

4Elementary problems of elasticity in three dimensions, stretching of aprismatical bar by its own weight, twist of circular shafts, torsion ofnon-circular sections, membrane analogy.

15

5Stress – strain diagram in simple tension, perfectly elastic, Rigid –Perfectly plastic, Linear work – hardening, Elastic Perfectly plastic,Elastic Linear work hardening materials, Failure theories, yieldconditions.

6

Term Work :

Term work shall be based on the above mentioned course content.

Instructional Method and Pedagogy1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.Reference Books

1. Sadhu Singh, “Theory of Elasticity”, Khanna Publishers2. Valliappan C, “Continuum Mechanics Fundamentals”, Oxford IBH Publishing Co. Ltd.New Delhi.3. L S Srinath . “Advance Mechanics of Solids”. 3rd Edition, Tata McGraw Hill, New Delhi4. Sadhu Singh, “Applied Stress Analysis”, Khanna Publishers, New Delhi5. Theory of Elasticity L GOVINDRAJU6. Timeoshenko and Goodier “Theory of Elasticity”, Tata McGraw Hill, New Delhi

Course Title Advanced Design of Concrete StructuresCourse Code SE 103

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Understand the importance and principles of Structural Design.2. Design and develop analytical skills to evaluate various parameters of structures.3. Summarize the principles of Structural Design and detailing4. Understand , Analyze and Evaluate the performance of structure5. Design the building components of the structure


Section – I

1Design of Continuous BeamsAnalysis and Design of Continuous Beam , Redistribution of Moments,( Flexure, Shear and Combined Flexure + ShearDesign of Portal Frame , Design of Curved Beam

10

2SlabsYield Line design of Slab, Design of Flat Slab and Design of GridFloors

6

3FootingDesign of Combined Footing Square only , Footings on boundary, strapfooting

5


Section – II

4 Design of Chimney, Design of Bunkers , Design of Silos Wind andEarthquake Resistant Analysis and Design Aspects of tall structures 10

5 Design of Pile & Pile cap 5

6Manual Analysis of Public building Single Storey , Concept of Grouping, Positioning of Beam and Position of Column ( Design of Beam,Design of Column , Design of Slab and Design of Footing )

6

Term Work :


Instructional Method and Pedagogy

1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.

Reference Books1. Shah H J, “Reinforced Concrete (Vol – II), Charotar Publishing House, 1987.2. Mallick S K & Gupta AP, “Reinforced Concrete” Oxford & IBH Publishing Co. Pvt Ltd.,1996.3. Sinha S N, “Reinforced Concrete Design”, Tata Mc Graw Hill Publication, 2002.4. Sharma H K & Agrawal G L, “Earthquake Resistant Building Construction” ABDPublishers,2001.5. Safarian S S and Harris E C., “Design and Construction of Silos and Bunkers”, VanNorstrandCo, New York , 1998.6. N Krishna Raju , Advance Design of Concrete Strucutres7. Shah and Karve , Illustrated of Multistorey Building.

Course Title Design of Pre-stressed concrete structuresCourse Code SE 104

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Understand the concept of Pre-stressing system and Recognize the material used forpre-stressing.2. Analyze the structural members under axial load, flexure load.3. Design the structural member for flexure load with no tensile stress, limited tensilestress & limited cracking.4. Analyze and Design the pre-stressed concrete sections for indeterminate structures.5. Analyze and Design the various structural members for various support condition.6. Analyze and Design the slab under axial and flexural compression.7. Apply the concept and application of pre-stressed concrete in real problem.8. Analyze and Design the pre-stressed concrete bridges.


Section – I

1

Pre-stressing Systems, Material Properties and losses:

5Introduction – concept of Pre-stressing – Advantages of Pre-stressing –Materials for pre-stressed concrete.

2

Analysis of Pre-stress:

5Different Pre-stressing System – Analysis of pre-stress and bendingstresses various losses of pre-stress – Deflection of pre-stressedconcrete member

3

Design of Members for Flexure:

11Flexural strength of pre-stressed concrete members- Transfer of pre-stress in pretensioned members, Anchorage zone stresses in posttensioned members- Limit state design criteria for Pre-stressed concretemembers.


Section – II

4

Design of pre-stressed concrete sections of indeterminatestructures : 6

Design of pre-stressed concrete sections – Design of pretension andpost tensioned Flexural member statically indeterminate Pre-stressedStructures

5

Pre-stress concrete Pipes and tanks:

6Pre-stressed concrete pipes and tanks- Design of Pre-stressed concreteslabs and grid floors

6Design of pre stressed concrete bridges:

9Pre-stressed concrete poler, pipes, sleepers, pressure vessels andpavements – Design of Pre-stressed concrete Bridges.

Term Work :Term work shall consist of graphical and/or analytical solutions as well as designing of at least10 numerical based on the course.Instructional Method and Pedagogy


Reference Books

1. N Krishna Raju, Pre-stressed concrete, 5th Edition, New Delhi: McGraw Hill Educationpvt ltd, Eighth reprint 2014.2. N. Rajgopal, Pre-stressed concrete, 2nd Edition, New Delhi: Narosa book distribution pvtltd.3. T. Y. Lin, N. H. Burns, Design of Pre-stressed concrete structures, 3rd Edition, NewDelhi: Wiley India Publication.4. IS1343, ‘Indian standard code of procedure for conducting field studies on atmosphericcorrosion of metals, New Delhi: Bureau of Indian Standards.

Additional Resources

N.P.T.E.L. Lecture Series• Prof. Siddhartha Ghosh, Prof. Devdas Menon, Dr. Amlan Kumar Sengupta, IITBombay, http://nptel.ac.in/courses/105106118/Websites:• www.asce.org• www.engineeringcivil.com

Course Title Repairs and Rehabilitation of StructuresCourse Code SE 105

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Understand the Maintenance & repairs strategies for various structures.2. Identify the Strength & durability aspects of concrete structures.3. Understand the basics of Special concrete.4. Understand Techniques for Repair and Protection Methods.5. Apply Repair & rehabilitation Methods and Understand the demolition techniques.


Section – I

1Maintenance and Repair Strategies

8Maintenance, Repair and Rehabilitation, Facts of Maintenance,importance of Maintenance, Various aspects of Inspection, Assessmentprocedure for evaluating a damaged structure, causes of deterioration.

2

Strength and Durability of Concrete

8Quality assurance for concrete – Strength, Durability and Thermalproperties of concrete – Cracks, different types, causes – Effects due toclimate, temperature, Sustained elevated temperature, Corrosion –Effects of cover thickness.

3

Special Concretes

5Polymer concrete, Sulphur infiltrated concrete, Fiber reinforcedconcrete, High strength concrete, High performance concrete, Vacuumconcrete, Self-compacting concrete, Geo polymer concrete, Concretemade with industrial wastes.


Section – II

4

Techniques for Repair and Protection Methods

12Non-destructive Testing Techniques, Epoxy injection, Shoring,Underpinning, Corrosion protection techniques – Corrosion inhibitors,Corrosion resistant steels, Coatings to reinforcement, cathodicprotection.

5Repair, Rehabilitation and Retrofitting of Structures

9Strengthening of Structural elements, Repair of structures distressed dueto corrosion, fire, Leakage, earthquake.Demolition Techniques, Engineered demolition methods &Case studies.

Term Work :

Term work shall be based on the above mentioned course content.Instructional Method and Pedagogy1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.

Reference Books

1. Shetty M.S., “Concrete Technology – Theory and Practice”, S.Chand and Company, 2008.2. Gambhir.M.L., “Concrete Technology”, McGraw Hill, 2013.3. Ravishankar.K., Krishnamoorthy.T.S, “Structural Health Monitoring, Repair andRehabilitation of Concrete Structures”, Allied Publishers, 2004.4. CPWD and Indian Buildings Congress, Hand book on Seismic Retrofit of Buildings,Narosa Publishers, 2008.5. Dov Kominetzky.M.S., “Design and Construction Failures”, Galgotia Publications Pvt.Ltd., 2001

Course Title Numerical Methods for Structural AnalysisCourse Code SE 106

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Apply statistical methods for data analysis.2. Solve algebraic equations, numerical differentiation & integration problems3. Evaluate numerical solution for ordinary & partial differential equations4. Solve characteristic equations related to structural engineering5. Develop computer programs for numerical methods


Section – I

1Introduction and its applications to structural engineering problems.Error analysis, types of errors, accuracy & precision, stability innumerical analysis.

4

2 Interpolation & extrapolation, general, interpolation formulae,numerical differentiation & integration 7

3Solution of non – linear algebraic equations, numerical solutions ofordinary differential equations and partial differential equations, itsapplications to structural engineering problems.

8


Section – II

4Solution of Eigen value problems, iterative methods & transformationmethods. Use of software for transformation methods. Computeroriented algorithms

8

5Correlation and regression, Principles of least squaresEuler's equation -Functional dependent on first and higher orderderivatives

7

6 Laplace transform methods, Laplace equation -Properties of harmonicfunctions –Fourier transform methods for Laplace equation. 8

Term Work :



1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.Reference Books

1. Numerical Methods for Engineers - Chapra and Canane2. Numerical methods in Engineering - Salvadori and Baron3. Numerical Methods - S Balchandra Rao and C K Shanta, University Press.4. Numerical Methods in Engineering and Science - B. S. Grewal, Khanna Publishers.

Course Title Disaster management and MitigationCourse Code SE 107

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. To understand types of natural disasters.2. Analysing various types of preparedness plan4. Understanding the theory of vibration and application of it.5. Exploring the effect of earthquakes.6. Analyzing the effect of past earthquake.6. Would be able to Employ the various rescue measures during the disaster.


Section – I

1

Introduction:

4Introduction to Natural & Man-made Disasters : UnderstandingDisasters,Geological and Mountain Area Disasters, Wind and Water RelatedNatural

2Introduction to disaster Preparedness

4Concept & Nature, Plan, Disaster Preparedness for People andInfrastructure, Community based Disaster

3

Introduction to Theory of Vibrations

8Technologies for Disaster Management Role of IT in DisasterPreparedness,Remote Sensing, GIS and GPS, Use and Application of EmergingTechnologies, Application of Modern Technologies for the Emergencycommunication, Application and use of ICST for different disasters.


Section – II

4 Rehabilitation, Reconstruction And Recovery:Introduction and basic concept 8

5

Lessons Learnt from the Past Earthquakes:Disaster Response And Management: Introduction to ResponseEssentialComponents, Stakeholders Co-ordination in Disaster Response, HumanBehaviour and Response Management and Relief Measures

6

6 Risk Assessment And Vulnerability Analysis:Introduction and basic concept 6

7

Disaster MitigationMeaning and concept, Disaster Mitigation Strategies,Emerging Trends in Disaster Mitigation, Mitigation management, RoleofTeam and Coordination

6

Term Work :

Term work shall be based on the above mentioned course content.Instructional Method and Pedagogy


Reference Books

1. Bryant Edwards (2005): Natural Hazards, Cambridge University Press, U.K.2. Carter, W. Nick, 1991: Disaster Management, Asian Development Bank, Manila.3. Sahni, Pardeep et.al. (eds.) 2002, Disaster Mitigation Experiences and Reflections, PrenticeHall of India, New Delhi.4. Bryant Edwards (2005): Natural Hazards, Cambridge University Press,U.K.5. Roy, P.S. (2000): Space Technology for Disaster management: A Remote Sensing & GIS6. Perspective, Indian Institute of Remote Sensing (NRSA) Dehradun.7. Sharma, R.K. & Sharma, G. (2005) (ed) Natural Disaster, APH Publishing Corporation,New Delhi.8. Kasperson, J.X., R.E. Kasperson, and B.L. Turner III (Eds.), 1995, Regions at Risk:Comparisons of Threatened Environments, United Nations University Press, Tokyo9. Singh Satendra (2003): Disaster Management in the Hills, Concept Publishing Company,NewDelhi.10. Taori, K (2005) Disaster Management through Panchayati Raj, Concept PublishingCompany, New Delhi.

Course Title Structural Dynamics and Earthquake EngineeringCourse Code SE 201

Course Credit


Course Learning Outcomes

After Successful completion of the above course, students will be able to:

1. Understand various terminologies related to dynamic analysis of structural system2. Analyze single degree of freedom system (SDOF) through free & forced vibration.3. Determine natural frequencies and mode shapes of multi degree of freedom system(MDOF)4. Understand causes, types and measurement of an earthquake.5. Develop response spectrum for earthquake ground motion6. Estimate lateral load on the structures as per codal stipulations7. Analyze and design various lateral load resisting systems8. Appraise concept of ductility and related codal specification for earthquake resistantdesign


Section – I

1

Introduction to Dynamics:D Alembert’s Principle , Basic Definition, Free Vibration & Forcedvibration for Damped , Undamped and Critically Damped Systems,Coulumb Damping , Energy Method, Harmonic Loading , RotatingUnbalance , Transmissibility and Logarithmic Decrement for SDF Systemand Numerical Methods ( Direct Integration Technique)

7

2

Two and Multi Degrees of Freedom System:Introduction, Free Vibration and Forced vibration Undamped andDamped TDSs, Orthogonality. Eigen Values and solutions , HolzerMethod , Stodola Method Rayleigh Ritz Method Lagrange Equation,Response of MDF , Damping in MDF Earthquake Spectrum Analysis

7

3

Free and Forced vibration in Continous System :Vibration of Strings, Free and Forced Vibration of Bars ( Longitudinaland Flexural

Finite Element Method in Vibration :Analysis Introduction , Torsional vibration of shafts, Flexural Vibrationof Beams

7


Section – II

4

Introduction to Seismic Resistant Design :Basic Definition, Magnitude and Intensity, Zones, Case Studies, IS 1893Clauses, Soft Storey, Causes of Earthquake and Characteristics 6

5

Earthquake resistant design :Philosophy, Analysis and design of lateral load resisting systems - M RFrame, Shear Wall & Bracing. Ductility, Codal provision and Ductilitybased design of Beam & Column, Lateral load evaluation by modalsuperposition analysis as per IS:1893 and codal provisions, Modal analysisof building systems

10

6

Special Techniques:Introduction to earthquake geotechnical aspects, Introduction to BaseIsolation System & Damping Devices. Seismic response control concepts– Seismic demand, seismic capacity, Overview of linear and nonlinearprocedures of seismic analysis. Performance Based Seismic Engineeringmethodology, Seismic evaluation and retrofitting of structure

5

Term Work :

Term Work: Term work shall be based on the above mentioned course content.


1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.Reference Books

1. Dynamics of Structures”, McGraw Hill, Kogokusha2. Mario Paz, “Structural Dynamics-Theory and computaitons”, 2/e/1999, CBS Publishers.3. Mukhopadhyay Mandhujit, “Vibrations, Dynamics and Structural Systems”, Oxford andIBH, 1/e/20004. Chopra Anil K., “Dynamics of Structures- Theory and Applications to Earthquake Engg.”,Prentice Hall, India, 2/e/20025. Pankaj Agrawal, Manish Shrikhande, Earthquake Resistant Design of Structures, Prentice-Hall of India. 5. IS Codes : IS:1893, IS:4326, IS:13920, IS:13828, IS:4566. Earthquake Resistant Design of Building Structures, Vinod Hosur, WILEY (India)7. Earthquake Resistant Design of Structures, Duggal, Oxford University Press 4. Earthquakeresistant design of structures - Pankaj Agarwal, Manish Shrikande - PHI India8. Seismic Design of Reinforced Concrete and Masonry Buildings, T Paulay and M J NPriestley, John Wiley and Sons

Course Title Finite element methodCourse Code SE 202

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Understand different mathematical technique to solve FEM problem.2. Derive to derive the shape function.3. Resolve 2D equation using scalar function variable.4. Understand and resolve 2D vector variable problem5. Derive the shape function for isoparmetrical formulation


Section – I

1

Introduction:General Description of the Method, Finite Element Method vs ClassicalMethod, , Equations of Equilibrium, Strain Displacement Equation. 5

2

ElasticityLinear elasticity; stress, strain, constitutive relations; field condition andBoundary conditions; Description of an elasticity problem as a boundaryvalue problem, Plane stress, strain, axial symmetric problems.Computation of element properties using Coordinate Systems.

7

3

One Dimensional ProblemsComputation of element properties using natural coordinate systems andshape functions, linear and quadratic bar element, beam element,discretization of structure, Nodes as Discontinuities, Refining Mesh, Useof Symmetry Element Aspect Ratio, Numbering System to Reduce BandWidth.

9


Section – II

4Two Dimensional ProblemsThree and six noded triangular element, four noded rectangular element. 8

5IsoparametricCoordinate Transformation, Basic Theorems of Isoperimetric Concept, 9

Isoperimetric, Super parametric and Sub parametric Elements, CSTElements.

6Application And Fem PackegesPre and Post processing introduction to Analysis Software like NISAand ANSYS etc.

4

Term Work :



1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.Reference Books1. S S Bhavikkati, “Finite Element Analysis”, New Age International (P) Limited, Publishers,2. Chandragupatla T R and Belegundu A D, “Introduction to Finite Element Method”, 3rdEdition, Prentice Hall of India Pvt. Ltd 2007.3. Rao S.S., “The Finite Element Method in Engineering”, 3rd Edition, ButterworthHeinemann, 20044. C S Krishnamurthy, “Finite Element Analysis”, TATA Mc Graw Hill Edu.Pvt.Ltd., 2013.5. Desai C S& Ables J F, “Introduction to Finite Element Method”, 1st Edition, VanNostrand Reinhold, 1987.6. Bhatti Asghar M, “Fundamental Finite Element Analysis and Applications”, John Wiley &Sons, 2005 (Indian Reprint 2013)

Course Title Advance Design of Steel StructureCourse Code SE 203

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Design the steel structural connection by mean means of bolted or welded2. Apply plastic method for design of beams, frames and Gable Members3. Design the Gantry and Plate Girder4. Analyse and design of the industrial structures and multi-storey buildings5. Analyse and design steel tank6. Analyse and Design the Self Supporting chimney with effect of wind7. Understand the knowledge and Design the Light gauge pre-engineered application


Section – I

1

Design of connections:Bolted and welded connections. Semi rigid and rigid beam-column andbeam-beam connections. Beam and column splices., Design of RoundTubular Structure

8

2Plastic Design:Plastic design of continuous beams, Rigid jointed portal frames, GableFrames

6

3

Gantry Girder and Plate Girder:General Consideration, DesignProcedure, Web Panel subjected to Bending and Shear ,UnStiffened.Introduction of Gantry Girder , Loading Consideration andDesign

7


Section – II

4

Multi storey and Industrial building:Introduction, loading, Analysis and design for gravity and lateral forceslike wind load, earthquake loads. 8

5Special Steel Structure :Design of Self Supporting Chimney , Design of Base Plate , Design ofAnchor Bolts and Design of Foundation Design of Circular Steel Tank,

10

6Concept of Pre- engineered buildings:Design of compression and tension members of cold formed light

guage sections, Design of flexural members (Laterally restrained /laterally unrestrained)

3

Term Work :



1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.Reference Books1. N. Subramanian Design of Steel Structures: Theory and Practice, Oxford University2. S. K. Duggal, Limit State Design of Steel Structures, Tata McGraw Hill3. Bureau of Indian Standards, IS800-2007, IS875-1987, IS-801-1975. Steel Tables, SP 6 (1) –19844. B.C. Punmia, A.K. Jain “Design of Steel Structures”, Laxmi Publications, New Delhi.5. Ramchandra and Virendra Gehlot “Design of Steel Structures “ Vol 1 and Vol.2, ScientificPublishers, Jodhpur6. Design of Steel Structure - Dayarathnam, P., A.H.Wheeler, 1990

Course Title Advanced Foundation EngineeringCourse Code SE 205

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. To develop an understanding of the behaviour of foundations for engineeringstructures and to gain knowledge of the design methods that can be applied to practicalproblems.2. To get the ethical knowledge of the foundation design and in various types offootings based on different soils and load criteria3. To propose the type of foundation required based on the soil test reports4. To implement the ideologies of the Geotechnical Engineering in the Structuraldesigns5. To bring familiarity in various types of footings based on different soils and loadcriteria6. To roughly estimate the required parameters of structural design of foundationseven before ordering for soil testing7. To understand the geometric designs of the foundations which ultimately govern thestructural designs and post construction behavior of foundations.


Section – I

1

Shallow Foundation:Terzaghi's bearing capacity equation, General bearing capacity equation ,Balla's & Meyerhof's theory, Effect of water table, special footingproblems, I.S. Code, Footing pressure for settlement on sand, Soilpressure at a depth, Boussinesq's & Westergaard methods, Computationof settlements (Immediate & Consolidation) Permissible settlements,Proportioning of footing, Inclined & Eccentric loads.

8

2SUBSURFACE INVESTIGATION:Introduction - Objectives of soil exploration, soil samples and soil

samplers, SPT, DCPT, Geophysical Explorations, Report Writing3

3

Pile Foundation:Types of Piles, Estimating pile capacity by dynamic formula, by waveequation & by static methods, Point Bearing piles, Pile loads tests,Negative skin friction, Modulus of subgrade reaction for laterally loadedpiles, Lateral resistance.Single Pile v/s Pile Groups, Pile groupconsideration, Efficiency, Stresses on underlying strata, Settlement ofpile group, Pile caps, Batter piles, Approximate and exact analysis of pilegroups, I.S code.

10


Section – II

4

Well foundation:Types (open end & closed or box, pneumatic, drilled) shapes, Bearingcapacity and settlements, Determination of grip length by dimensionalanalysis, Design of well foundation construction, Tilts & shifts.

6

5

Machine Foundations:Types, Analysis and design by Barkens methods, Determination of

coefficient of uniform elastic compression, Pauw's analogy and design ofa Block type M/C foundation, I.S.I method of design, Co- vibrating soilmass.

8

6

Sheet Pile Structure:Types, Cantilever, Anchored sheet pilling , Design by Fixed earthMethod and modifications by Anderson & Techabotarioff, AnchorBraced sheeting cofferdam , Single well cofferdams, Cellular cofferdam,

5

7Foundations on expansive soilsWaffle slab/raft, concept of CNS layer, chemical stabilization etc 2

Term Work :


Instructional Method and Pedagogy1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval.3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.4. The course includes tutorials, where students have an opportunity to build an appreciationfor the concepts being taught in lectures.

Reference Books1. Barken, D.D. " Dynamic of Bases and Foundation "2. Peek, Hanson and Thornburn "Foundation Engineering "3. Leaconards " Foundation Engineering "4. Bowles " FoundationDesign"5. Rechartetal "Vibration of Soils - Foundations."

Laboratory Experiments:• Determination of N-value using SPT• Determination of N-value using DCPT• Auger boring/sampling• Free swill and swell potential• Determination of grain size analysis• Determination of atterbug limit• Determination of shear parameter using box shear test• Determination of specific gravity by pycnometer bottle• Determination of moister content using different methods• Model test on pile driving.• Model pile load test.

Course Title Design of Masonry StructureCourse Code SE 206

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Achieve Knowledge of design and development of problem solving skills.2. Understand the principles of design and construction of masonry structures3. Design and develop analytical skills.4. Summarize the masonry Characteristics.5. Evaluate the strength and stability of the masonry structures.6. Understand the behaviour of masonry structure as per IS 19057. Understanding the importance of ductility in structure as per IS 13920 :1993


Section – I

1

Introduction, Masonry units, materials and types:Introduction, Masonry units, materials and types: History of masonryCharacteristics of Brick, stone, clay block, concrete block, stabilized mudblock masonry units – strength, modulus of elasticity and waterabsorption. Masonry materials – Classification and properties of mortars,selection of mortars.

5

2

Strength of Masonry in Compression:Strength of Masonry in Compression: Behavior of Masonry undercompression, strength and elastic properties, influence of masonry unitand mortar characteristics, effect of masonry unit height on compressivestrength, influence of masonry bonding patterns on strength, predictionof strength of masonry in Indian context, Failure theories of masonryunder compression. Effects of slenderness and eccentricity, effect of rateof absorption, effect of curing, effect of ageing, workmanship oncompressive strength.

8

3

Flexural and shear bond, flexural strength and shear strength:Flexural and shear bond, flexural strength and shear strength: Bondbetween masonry unit and mortar, tests for determining flexural and shearbond strengths, factors affecting bond strength, effect of bond strengthon compressive strength, orthotropic strength properties of masonry inflexure, shear strength of masonry, test procedures for evaluating flexuraland shear strength.

8


Section – II

4

Design of load bearing masonry buildingsPermissible compressive stress, stress reduction and shape reductionfactors, increase in permissible stresses for eccentric vertical and lateralloads, permissible tensile and shear stresses, Effective height of walls andcolumns, opening in walls, effective length, effective thickness,slenderness ratio, eccentricity, load dispersion, arching action, lintels; Wallcarrying axial load, eccentric load with different eccentricity ratios, wallwith openings, freestanding wall; Design of load bearing masonry forbuildings up to 3 to 8 storeys using BIS codal provisions

15

5

Earthquake resistant masonry buildings:Introduction, impact of ductility, requirement for ductility, assessment ofductility, factors affecting ductility, ductile detail consideration as IS 13920

Behavior of masonry during earthquakes, concepts and design procedurefor earthquake resistant masonry, BIS codal provisions. Masonry arches,domes and vaults: Components and classification of masonry arches,domes and vaults, historical buildings, construction procedure.

6

Term Work :



Reference Books1. Shrikahnade, M and Agrawal P., “Earthquake Resistant Design of Structure”, PHL Pvt Ltd.,20062. Mallick, D.K. and Gupta A.P., “Reinforced Concrete”, Oxford and IBH PublishingCompany,19973. Syal, I.C. and Goel, A.K., “Reinforced Concrete Structures”, A.H. Wheelers & Co. Pvt.Ltd., 19984. Ram Chandra.N. And Virendra Gehlot, “Limit State Design”, Standard Book House, 2004.5. Subramanian. N., “Design of Reinforced Concrete Structures”, Oxford University, New

Delhi, 2013.6. IS456:2000, Code of practice for Plain and Reinforced Concrete, Bureau of IndianStandards, New Delhi, 20077. Hendry A.W., “Structural masonry”- Macmillan Education Ltd., 2nd edition8. Sinha B.P & Davis S.R., “Design of Masonry structures”- E & FN Spon9. Dayaratnam P, “Brick and Reinforced Brick Structures”- Oxford & IBH10. Curtin, “Design of Reinforced and Prestressed Masonry”- Thomas Telford11. Sven Sahlin, “Structural Masonry”-Prentice Hall12. Jagadish K S, Venkatarama Reddy B V and Nanjunda Rao K S, “Alternative BuildingMaterials and Technologies”-13. New Age International, New Delhi & Bangalore14. IS 1905, BIS, New Delhi.

Course Title Structural OptimizationCourse Code SE 207

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Understand optimization techniques,2. Classify the optimization problems,3. Derive response quantities corresponding to design variable4. Apply optimization techniques to trusses, beams and frames


Section – I

1Introduction to optimization, optimization techniques for unconstrainedand constrained optimization problems 7

2Classical Optimization, Lagrange Multiplier technique and Kuhn –Tucker conditions 7

3Solution of NLP by direct methods and by series of unconstrainedoptimization problems, formulation of different types of structuraloptimization problem 7


Section – II

4Computation of derivatives of response quantities with respect to designvariables. 9

5 Minimum weight design Of trusses, frame, etc. 8

6 Introduction Genetic Algorithm 4

Term Work :




Reference Books1. Optimizationtheory&application S.S.Rao2. Structural optimization Majid3. Advanced mathematics Kresysig4. Numerical analysis Scarborough5. Foundation Of structural optimization Marris6. Optimum Structural Design Spun7. Optimum Structural Design UriKrisch

Course Title Design of BridgesCourse Code SE 208

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Achieve Knowledge of design and development of problem solving skills.2. Explain the Bridge substructures and superstructures3. Design and develop analytical skills.4. Summarize the principles of design and detailing of bridges5. Understands the different types of bridges.


Section – I

1

IntroductionHistorical Developments, Site Selection for Bridges, Classification ofBridges Forces on Bridges. Bridge substructures: Types of Loading as perIRCDesign of Deck Slab for Class AA Loading Case , Design of Pipe Culverts

8

2

Box Culvert:Different Loading Cases IRC Class AA Tracked, Wheeled and Class ALoading, working out the worst combination of loading, MomentDistribution, Calculation of BM & SF, Structural Design of Slab Culvert,with Reinforcement Details

6

3

T Beam Bridge Slab Design:Proportioning of Components Analysis of interior Slab & Cantilever SlabUsing IRC Class AA Tracked, Wheeled Class A Loading, StructuralDesign of Slab, with Reinforcement Detail. T Beam Bridge Cross GirderDesign: Analysis of Cross Girder for Dead Load & Live Load Using IRCClass AA Tracked, Wheeled Class A Loading A Loads, Structural Designof Beam, with Reinforcement Detail.

7


Section – II

4T Beam Bridge Main Girder Design:Analysis of Main Girder for Dead Load & Live Load Using IRC Class AATracked, Wheeled Class A Loading Using COURBON’S Method,

11

Analysis of Main Girder Using HENDRY-JAEGER andMORICELITTLE Method for IRC Class AA Tracked vehicle only, BM& SF for different loads, Structural Design of Main Girder WithReinforcement Details

5

PSC Bridges:Introduction to Pre and Post Tensioning, Proportioning of Components,Analysis and Structural Design of Slab, Analysis of Main Girder usingCOURBON’s Method for IRC Class AA tracked vehicle, Calculation ofpre-stressing force, cable profile and calculation of stresses, Design of Endblock and detailing of main girder..

10

Term Work :



Reference Books1. “Essentials of Bridge Engineering”- D Johnson Victor, Oxford & IBH Publishing Co NewDelhi2. “Design of Bridges”- N Krishna Raju, Oxford & IBH Publishing Co New Delhi3. “Principles and Practice of Bridge Engineering”- S P Bindra Dhanpat Rai & Sons NewDelhi4. IRC 6 – 1966 “Standard Specifications And Code Of Practice For Road Bridges”- SectionII Loads and Stresses, The Indian Road Congress New Delhi5. IRC 21 – 1966 “Standard Specifications And Code Of Practice For Road Bridges”-SectionIII Cement Concrete (Plain and reinforced) The Indian Road Congress New Delhi6. IS 456 – 2000 “Indian Standard Plain and Reinforced Concrete Code of Practice”- (FourthRevision) BIS New Delhi7. IS 1343 – “Indian Standard Prestressed Concrete Code of Practice”- BIS New Delhi8. Raina V.K., “Concrete Bridge Practice”- Tata McGraw Hill9. Bakht B & Jaeggar, “Bridge Analysis Simplified”- McGraw Hill10. Ponnuswamy . S, “Bridge Engineering”- Tata McGraw Hill. 11. Derrick Beckett, “AnIntroduction to Structural Design of Concrete Bridges”- Surrey University Press

Course Title Theory of Plates and ShellsCourse Code SE 209

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Achieve Knowledge of design and development of problem solving skills.2. Understand the principles of Analysis and Design for curved surfaces3. Design and develop analytical skills of plates and shells.4. Summarize the performance of shells5. Understand the concepts of energy principle.


Section – I

1

IntroductionIntroduction to plate theory, Small deflection of laterally loaded thinrectangular plates for pure bending. Navier’s and Levy’s solution forvarious lateral loading and boundary conditions (No derivation),Numerical examples

8

2Energy MethodsEnergy methods for rectangular and circular plates with clamped edgessubjected to symmetric loadings.).

6

3Curved SurfacesIntroduction to curved surfaces and classification of shells, Membranetheory of spherical shells, cylindrical shells, hyperbolic paraboloids, ellipticparaboloid and conoids

7


Section – II

4

ShellsAxially symmetric bending of shells of revolution, Closed cylindricalshells, water tanks, spherical shells and Geckler’s approximation. Bendingtheory of doubly curved shallow shells

8

5Folded platesTypes- Structural Behavior of folded plates - Equation of three shears –Application Whitney’s method of analysis

6

6

DesignDesign and detailing of folded plates with numerical examples Design andDetailing of simple shell problems – spherical domes, water tanks, barrelvaults and hyperbolic paraboloid roofs.

7

Term Work :



Reference Books1. Timosheko, S. and Woinowsky-Krieger, W., “Theory of Plates and Shells” 2nd Edition,McGraw-Hill Co., New York, 1959 2.2. Ramaswamy G.S. – “Design and Constructions of Concrete Shell Roofs” – CBS Publishersand Distributors – New Delhi – 1986.3. Ugural, A. C. “Stresses in Plates and Shells”, 2nd edition, McGraw-Hill, 1999.4. R. Szilard, “Theory and analysis of plates - classical and numerical methods”, PrenticeHall,19945. Chatterjee.B.K. – “Theory and Design of Concrete Shell”, – Chapman & Hall, Newyork-third edition, 1988

Course Title Wind Effects on StructureCourse Code SE 210

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:1. Achieve Knowledge of design and development of problem solving skills.2. Understand the principles of strength and stability3. Design and develop analytical skills.4. Summarize the behavior of various structural systems.


Section – I

1

Wind CharacteristicsVariation of wind velocity, atmospheric circulations – pressure gradientforce, coriolis force, frictionless wind balance, geostrophic flow, boundarylayer. Extra ordinary winds – Foehn, Bora, Cyclones, Tornadoes etc

8

2Static wind effectsStatic wind effects and building codes with particular reference to IS 875(Part-III), wind speed map of India, introduction to the proposedrevisions of IS 875 (Part III).

6

3

Dynamic wind effectsWind induced vibrations, flow around bluff bodies, along wind and acrosswind response, flutter, galloping, vortex shedding, locking, ovalling;analysis of dynamic wind loads, codal provisions – gust factor, dynamicresponse factor; vibration control and structural monitoring; exposure toperturbation method, averaging techniques

7


Section – II

4

ModelingModeling for approximate analysis, Accurate analysis and reductiontechniques, Analysis of buildings as total structural system consideringoverall integrity and major subsystem interaction, Analysis for memberforces, drift and twist - Computerized three dimensional analysis –Assumptions in 3D analysis – Simplified 2D analysis.

8

5

Structural elementsSectional shapes, properties and resisting capacity, design, deflection,cracking, prestressing, shear flow, Design for differential movement,creep and shrinkage effects, temperature effects and fire resistance.

10

6Stability of tall buildingsOverall buckling analysis of frames- P- Delta analysis- Translational,torsional instability, out of plumb effects, effect of foundation rotation. 3

Term Work :



Reference Books1. Beedle.L.S., “Advances in Tall Buildings”, CBS Publishers and Distributors, Delhi, 1986.2. Bryan Stafford Smith and Alexcoull, “Tall Building Structures - Analysis and Design”, JohnWiley and Sons, Inc., 2005.3. Gupta.Y.P.,(Editor), Proceedings of National Seminar on High Rise Structures - Design andConstruction Practices for Middle Level Cities, New Age International Limited, NewDelhi,1995.4. Lin T.Y and Stotes Burry D, “Structural Concepts and systems for Architects andEngineers”, John Wiley, 1988.5. Taranath B.S., “Structural Analysis and Design of Tall Buildings”, McGraw Hill, 1988.

Course Credit


Course Learning OutcomesAfter Successful completion of the above course, students will be able to:

1. Use industry standard software in a professional set up.2. understand the elements of finite element modeling, specification of loads and

boundary condition, performing analysis and interpretation of results for finaldesign

3. Performing analysis and interpretation of results for final design4. Develop customized design automation tools


Section – I

1Application : Excel spread sheets for the design of (1) Structural elementslike slabs, beams, columns, isolated, combined and raft footings, steelconnections and members (2) Structures like water tank, retaining walls,Portal frame, Gantry girder, Plate girder etc

6

2 Software Usage: Modelling, analysis and design using professional softwarelike STAAD, SAP, ETABS 10

3 Drafting :Application of Drafting software like AutoCAD, 5


Section – II4 Structural Analysis of 2D and 3D Trusses 2. 8

5 Structural Analysis of Continuous Beams using for different types ofloadings and support conditions and Relief Measures 6

6 FE Analysis of Framed structures due to Seismic forces using modaldynamics concept, FE Analysis of Slab panel resting on column supports-Drop Panels, Capitals

6

Term Work :

Term work shall be based on the above mentioned course content.Instructional Method and Pedagogy1. Lectures will be conducted with the aid of multi-media projector, black board, OHP etc.

Course Title Computer Aided Structural Analysis and Design LabCourse Code SE 301

2. Assignments based on course content will be given to the students at the end of eachunit/topic and will be evaluated at regular interval

3. Surprise tests/Quizzes/Seminar/Tutorials will be conducted.

4.. The course includes tutorials, where students have an opportunity to build an appreciation forthe concepts being taught in lectures.

Reference Books1. Autocad 2012 & Autocad Lt 2012 , Wiley India Pvt Ltd2. Learn Yourself Staad.Pro V8i , LAP Lambert Academic Publishing3. Etabs Manual CSI Berkeley4. SAP Manual CSI Berkeley5. Munir Ahmad “ Working on STaad Pro 2007”

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