semester: sem i tittle theory of elasticity and plasticity

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CIVIL ENGINEERING DEPARTMENT 201 PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING SEMESTER: Sem I COURSE TITTLE Theory of Elasticity and Plasticity COURSE ID MSE 101 COURSE COMPONENT CREDITS CONTACT HOURS L P T Analysis (CC) 3 3 0 0 EXAMINATION DURATION THEORY PRACTICAL CWA MSE ESE Total 25 25 50 100 COURSE OUTCOMES: CO 1: Determine the stress and strain relations and in Cartesian coordinate systems. CO 2: Solve 2D Cartesian coordinate system using generalized Hooks law and Airy's stress functions. CO 3: Determine the stress and strain relations and in polar coordinate systems. CO 4: Solve elementary problems of axi-symetry and 3D Coordinate systems CO 5: Understand and relate simple plasticity theory concepts. CO 6: Correlate and apply the theory of elasticity to solve civil engineering solutions. SYLLABUS UNIT CONTENT Hrs 1. Stress and strain: Concept of stress at a point, stress tensor, stress on inclined plane, stress components on a rectangular parallelepiped in Cartesian coordinate system, derivation of stress equilibrium equations, transformation of stresses, stress invariants. The state of strain at a point, strain displacement relations, strain compatibility condition and stress compatibility conditions. 2. Stress-Strain Relationship: Generalized Hooke’s law for Isotropic, Orthotropic, Transversely Isotropic materials, plane stress, plane strain and axisymmetric problems, Problems in 2D Cartesian coordinate system, Airy’s stress function, Airy’s stress function approach to 2-D problems of elasticity, simple problems of bending of beams. 3. Polar Coordinate System: Relationship between Cartesian and Polar coordinate system, Equilibrium equations, Strain displacement relations, Stress-strain relationship, Strain-displacement relationship for plane stress and plane strain conditions, Bending of curved bar, Stress concentration problems. 4. Axisymmetric Problems: Equilibrium equations, Strain displacement relations, Stress-strain relationship, Stress compatibility equations, Plane stress and Plane strain conditions. Cylinders subjected to internal and external pressure. Elementary problems of elasticity in three dimensions: Stretching of a prismatic bar by its own weight, twist of circular shafts, torsion of non-circular sections, membrane analogy, propagation of waves in solid media, applications of finite difference equations in elasticity 5. Plastic behavior and Failure theories: Stress – strain diagram in simple tension, perfectly elastic, Rigid – Perfectly plastic, Linear work – hardening, Elastic Perfectly plastic, Elastic Linear work hardening materials. Failure theories, yield conditions, stress – space representation of yield criteria through Westergaard stress space, Tresca and Von-Mises criteria of yielding TEXT BOOKS: TB 1: "Theory of Elasticity ", S.P. Timoshenko and J.N. Goodier, Tata McGraw Hill, 2010, 3rd TB 2: "Advanced Mechanics of Solids ", , L.S Srinath, Tata McGraw Hill, 2008, 2nd TB 3: "Foundations of Solid Mechanics ", , Y.C.Fung, Prentice –Hall.Inc, 1977, 1st TB 4: "Theory of Plasticity ", , J. Chakrabarty, Elsevier, 2008, 3rd TB 5: "Theory of Elasticity ", , Sadhu Singh, Khanna Publishers, 2007, 4th REFERENCES: Ref 1: Ref 2: Ref 3: Ref 4: Ref 5:

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Page 1: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 201

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Theory of Elasticity and Plasticity COURSE ID

MSE 101 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (CC) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Determine the stress and strain relations and in Cartesian coordinate systems.

CO 2: Solve 2D Cartesian coordinate system using generalized Hooks law and Airy's stress functions.

CO 3: Determine the stress and strain relations and in polar coordinate systems.

CO 4: Solve elementary problems of axi-symetry and 3D Coordinate systems

CO 5: Understand and relate simple plasticity theory concepts.

CO 6: Correlate and apply the theory of elasticity to solve civil engineering solutions.

SYLLABUS

UNIT CONTENT Hrs

1. Stress and strain: Concept of stress at a point, stress tensor, stress on inclined plane, stress components on a rectangular parallelepiped in Cartesian coordinate system, derivation of stress equilibrium equations, transformation of stresses, stress invariants. The state of strain at a point, strain displacement relations, strain compatibility condition and stress compatibility conditions.

2. Stress-Strain Relationship: Generalized Hooke’s law for Isotropic, Orthotropic, Transversely Isotropic materials, plane stress, plane strain and axisymmetric problems, Problems in 2D Cartesian coordinate system, Airy’s stress function, Airy’s stress function approach to 2-D problems of elasticity, simple problems of bending of beams.

3. Polar Coordinate System: Relationship between Cartesian and Polar coordinate system, Equilibrium equations, Strain displacement relations, Stress-strain relationship, Strain-displacement relationship for plane stress and plane strain conditions, Bending of curved bar, Stress concentration problems.

4. Axisymmetric Problems: Equilibrium equations, Strain displacement relations, Stress-strain relationship, Stress compatibility equations, Plane stress and Plane strain conditions. Cylinders subjected to internal and external pressure. Elementary problems of elasticity in three dimensions: Stretching of a prismatic bar by its own weight, twist of circular shafts, torsion of non-circular sections, membrane analogy, propagation of waves in solid media, applications of finite difference equations in elasticity

5. Plastic behavior and Failure theories: Stress – strain diagram in simple tension, perfectly elastic, Rigid – Perfectly plastic, Linear work – hardening, Elastic Perfectly plastic, Elastic Linear work hardening materials. Failure theories, yield conditions, stress – space representation of yield criteria through Westergaard stress space, Tresca and Von-Mises criteria of yielding

TEXT BOOKS: TB 1: "Theory of Elasticity ", S.P. Timoshenko and J.N. Goodier, Tata McGraw Hill, 2010, 3rd

TB 2: "Advanced Mechanics of Solids ", , L.S Srinath, Tata McGraw Hill, 2008, 2nd

TB 3: "Foundations of Solid Mechanics ", , Y.C.Fung, Prentice –Hall.Inc, 1977, 1st

TB 4: "Theory of Plasticity ", , J. Chakrabarty, Elsevier, 2008, 3rd

TB 5: "Theory of Elasticity ", , Sadhu Singh, Khanna Publishers, 2007, 4th

REFERENCES: Ref 1:

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Ref 5:

Page 2: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 202

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

FEM in Structural Engineering COURSE ID

MSE 102 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

FEM (CC) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Understand the fundamental theory of the FEA method

CO 2: Develop the ability to generate the governing FE equations for systems governed by partial differential equations.

CO 3: Apply the use of the basic finite elements for structural applications using truss, beam, frame, and plane elements.

CO 4: Understand the application and use of the FE method for linear triangular elements, bilinear rectangular and quadrilateral elements.

CO 5: Formulate FEM approach for higher order elements

CO 6: Apply FEM for structural engineering problems

SYLLABUS

UNIT CONTENT Hrs

1. Introduction and Basics of mechanics of solids and structures: Introduction to FEA: Role and importance in computational modeling- General aspects of computational modeling- Procedures for developing mathematical models- Issues of geometric simplifications, domain discretizations, numerical computations and visualizations. Basics of mechanics for solids and structures: Important field variables of solid mechanics- Derivations of key dynamic equations - Mechanics for 2D and 3D solids, trusses, beams, frames and plates

2. Finite Element Procedure Concepts of strong and weak forms of a system equations- Construction of shape functions for interpolation of field variables - Properties of the shape functions. Hamilton’s principle – Its application to establish the general forms of the finite element equations. Methods to solve FE equations for static analysis, eigenvalue analysis, and transient analyses.

3. Truss, Beam and Frame elements (1D elements): Truss Elements: Shape functions- Strain matrix- local and global coordinate systems- Assembly of global finite element system equations – computation of displacements and stresses in truss structures. Beam elements: Shape functions-Strain matrix -Thin beam elements – Application examples.Frame Elements: Combining the matrices for truss and beam elements. Transformation matrix between the local and global coordinate systems - An example

4. 2D Solid elements: Matrices for linear triangular elements, bilinear rectangular and quadrilateral elements. Area and natural coordinates- Iso-parametric formulation and higher order elements – Solving plane stress, plane strain and axi-symmetric problems. Plate Elements: FE matrices for plates and shells- Reissner–Mindlin plate theory -Shell element Formulation by combining the plate elements and 2D solid plane stress elements. Example problem

5. 3D Solid elements: Finite element matrices for 3D solids -Tetrahedron elements & hexahedron elements - Volume coordinates - Formulation of higher order elements - Example

TEXT BOOKS: TB 1: "The Finite Element Method:A Practical Course ", S. S. Quek, G. R. Liu, Butterworth Heinemann, , 2003

TB 2: "Finite Element Analysis Theory and Programming ", C.S. Krishnamoorthy, Tata McGraw Hill Education, , 2011

TB 3: "Concepts and applications of Finite Element analysis ", R. D.Cook, D. S.Malkus, M. E. Plesha and R. J.Witt, Wiley India, , 2007

TB 4: "Introduction to the Finite Element Method using BASIC Programs ", D.K. Brown, Taylor & Francis, , 2003

TB 5: "The Finite Element Method ", O. C. Zienkiewicz, R. L. Taylor, J.Z. Zhu, , Butterworth-Heinemann., 2005

REFERENCES: Ref 1:

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Page 3: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 203

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Structural Dynamics COURSE ID

MSE 103 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (FC) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Articulate and determine SDOF systems and their equations of motion

CO 2: Articulate and determine MDOF systems and their equations of motion

CO 3: Solve equation of motion using numerical methods

CO 4: Analysis of longitudinal and flexural vibrations of bars and beams

CO 5: Analysis of seismic loading using integration and transform methods

CO 6: Apply and develop an engineering solution for earthquake resistant design

SYLLABUS

UNIT CONTENT Hrs

1. Introduction and Single degree of freedom (SDOF) systems,Introduction to dynamic problems in civil engineering, concept of degrees of freedom, D’Alembert’s principle, principle of virtual displacement and energy principles, mathematical models of single degree of freedom systems, free vibration response of damped and undamped systems, response to harmonic loading, support motion, evaluation of damping, vibration isolation, transmissibility, response to periodic forces

2. Multi-degree of freedom (MDOF) systems: Mathematical models of MDOF systems, free vibrations of un damped MDOF systems, natural frequencies and mode shapes, orthogonality conditions, free vibrations of damped multi-degree of freedom systems, free and forced vibration response using modal analysis for MDOF systems.

3. Numerical methods: Direct integration and Duhamel’s integral for SDOF systems, Rayleigh’s method, Dunkarley’s method, Stodola’s method, Rayleigh- Ritz method, matrix methods, Direct integration methods and iterative procedures for MDOF systems, Fourier transform methods, Lagrangian transform methods for MDOF systems.

4. Dynamics of continuous systems: Free longitudinal vibrations of bars, flexural vibrations of beams with different end conditions, forced vibrations response of beam under moving loads.

5. Seismic response analysis: Principle of seismometer and accelerometer. Characteristics of seismic loading, response to seismic loading using integration methods and transform methods, introduction to inelastic seismic analysis.

TEXT BOOKS: TB 1: "Dynamics of Structures ", R.W. Clough and J. Penzien, McGraw Hill, 1993, 2nd

TB 2: "Dynamics of Structures - Theory and application to earthquake engineering ", A. K. Chopra, Pearson Education, 2007, 3rd

TB 3: "Structural dynamics: theory and computation updated with SAP2000 ", Mario Paz and William E. Leigh, Springer, 2004, 5th

TB 4: "Seismic Design of Reinforced Concrete and Masonry Buildings ", Thomas Paulay and M. J. N. Priestley, John Wiley and Sons, 1992, 1st

TB 5: "Earthquake Resistant Design for Engineers and Architects ", D. J. Dowrick, John Wiley and Sons, 2009, 2nd

REFERENCES: Ref 1:

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Page 4: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 204

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Computer Aided Analysis of Structures COURSE ID

MSE 104 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (CC) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Relate principles of structural system to computer based analysis concepts

CO 2: Compute element stiffness matrices and shape functions

CO 3: Model loads, supports and joint releases

CO 4: Infer storage and solution techniques for structural systems

CO 5: Perform dynamic analysis and find solutions

CO 6: Apply the advanced tools to structural engineering solutions

SYLLABUS

UNIT CONTENT Hrs

1. Concepts of computer analysis of Structural system: Principles of structural analysis- basic steps in computer analysis-structural idealization- Discretization of structure- degrees of freedom-types of structural elements- Displacement methods of analysis.

2. Stiffness : Stiffness of different types of structural elements- Assembling of element stiffness matrices in global coordinates. Interpolation function-shape functions- Using shape functions for obtaining (element) stiffness matrix-

3. Loads and Boundary conditions: Modeling loads and supports- Use of symmetry- multipoint constraints-mesh compatibility-the modeling of offsets, inclined supports and joint releases - Imposition of multipoint constraints

4. Storage and Solution Techniques: Storage Techniques: Memory problems in large structural systems: In-core & outcore techniques, half band storage and solution, sky line storage technique and solution, frontal technique. Sub-structure method. Solution Techniques: LU factorization, LDLT factorization

5. Dynamics analysis techniques: Dynamic equilibrium equation and methods of solution. Reduction of dynamic matrixes, static condensation, dynamic condensation, modified condensation. Solution of Eigen value problems-Fourier analysis or frequency domain analysis- Solution for seismic loading

TEXT BOOKS: TB 1: "Computer Aided Design: Software and Analytical Tools ", C. S. Krishnamoorthy, S. Rajeev and A. Rajaraman, Narosa Publishing

House, 2009, 2nd

TB 2: "Principles of computer Aided Design ", J Rooney, P Steadman, Taylor & Francis, 1987, 1st

TB 3: "Structural Analysis and Design Vol I and II ", Harrison, H. B., Pergamon Press, 1990, 2nd

TB 4: "The analysis of structure ", N. J. Hoff, John Wiley & Sons, 1956, 1st

TB 5: "Elementary structural analysis ", C.H. Norris and J. B. Wilbar, McGraw-Hill, 1991, 3rd

REFERENCES: Ref 1:

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Page 5: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 205

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Theory of plates and shells COURSE ID

MSE 105 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (CC) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Formulate differential equations governing bending of plates of rectangular and circular plates

CO 2: Solve the governing differential equation for plate bending under different loading conditions and boundary conditions

CO 3: Apply the theory of orthotropic plates to evaluate the design bending moments and shears in grid floors

CO 4: Analyse and design shell structures like Cooling towers, silos, bunkers in compliance with appropriate codal specifications

CO 5: Classify shells and apply appropriate shell theory to derive the governing differential equation for bending of shells

CO 6: Solve differential equation governing the bending of shells under different loading and boundary conditions

SYLLABUS

UNIT CONTENT Hrs

1. Classification of plates, governing equations, boundary conditions, analysis of rectangular and circular plates.

2. Grid floor as orthotropic plate, buckling of plates, design criteria and code specification.

3. Classification of shells, membrane and bending theory for shells of revolution, axisymmetric and non-axisymmetric loadings, buckling of shells.

4. Membrane and bending theory of cylindrical shells, edge beams, doubly curved shells, design of hyperbolic shells.

5. Analysis and design of folded plates.Cooling towers, silos, bunkers, codal specifications, computer applications.

TEXT BOOKS: TB 1: "Theory and analysis of elastic plates and shells ", J.N. Reddy, Taylor & Francis, 2006, 2nd

TB 2: "Theory of plates and shells ", S.P.Timoshenko and S.Woinowsky-Krieger, McGraw- Hill International, 2003, 5th

TB 3: "Stresses in plates and shells ", A.C.Ugural, McGraw-Hill, 1999, 2nd

TB 4: "Theory and design of concrete shells ", B.K.Chatterjee, Chappman and Hall, 1998, 5th

TB 5: "Fundamentals of analysis and design of shell structures ", V.S.Kelkar and R.T.Sewell, Printice Hall International, 1987, 1st

REFERENCES: Ref 1:

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Page 6: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 206

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Computer Aided Analysis Lab COURSE ID

MSE 151 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (CC) 2 0 3 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Identify Input/output functions with object-oriented approach

CO 2: Solve differential equations and their plotting in MATLAB

CO 3: Build GUI in MATLAB for rigid frame analysis

CO 4: Apply MATLAB solutions for analysis of static and dynamic structural engineering problems

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. 1. Introduction to the programming language – input, output, functions, scripts, structures. 2. Object-oriented programming in structural Engineering

2. 3. Solving simultaneous linear algebraic equations, interpolation, solving differential equations, eigen value problems, Fourier analysis 4. Plotting functions. Ex: Plotting the variation of a scalar field over 2D domain

3. 5. Building a Graphic User Interface. Ex. For input required for Rigid Frame analysis Any 5 of the problems are to be solved using Computer Programs (in C/ FORTRAN/ MATLAB/ Python, etc) and results are to be verified

4. Static Analysis of plane truss for member forces and deflections by stiffness matrix method Static linear Analysis of beams and rigid jointed plane frames subjected to concentrated loads (forces and moments), distributed loads (uniform, triangular, trapezoidal, etc) and settlement of support, rotation of supports

5. Analysis for moving loads, Nonlinear dynamic analysis of a SDOF mass-spring system , Innovative experiment suggested by the faculty member/ Lab. incharge.

TEXT BOOKS: TB 1: "Matrix analysis of framed structures ", W. Weaver Jr. and J.M. Gere, CBS, 2004, 2nd

TB 2: "The Finite Element Method: ", G. R. Liu, ButterworthHeinemann, 2003, 1st

TB 3: "A Practical Course ", S. S. Quek, , ,

TB 4: "Advanced structural analysis with finite element and computer applications ", A.K. Jain, Nem Chand and Bro., 2006, 2nd

TB 5: "Programming in MATLAB, A problem-solving approach ", R. N. Patel and A. Mittal, Pearson, 2014, 1st

REFERENCES: Ref 1: "Matlab and its applications in engineering ", R.K. Bansal, A.K. Goel and M.K. Sharma, Pearson Education, 2009, 1st

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Page 7: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 207

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Finite Element Analysis Lab COURSE ID

MSE 152 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

FEM (CC) 2 0 3 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Compare the manual and software based FE results for steel structures

CO 2: perform FE analysis on rigid jointed buildings frames and plates

CO 3: Analyse 3D solid elements using hexahedral elements.

CO 4: Determine transient response of simple building frame subject to impulsive forces.

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Any 7 of the following problems are to be solved using Commercial FE software packages (like ANSYS/ABAQUS/ADINA/COSMOS/MIDAS, etc) and to verify the results using manual calculations or published results 1. FE Analysis of trusses Eg. Transmission towers, Bridge trusses, etc 2. FE analysis of continuous beams

2. 3. FE analysis of rigid jointed frames Eg. Building frames, 4. FE analysis of 2D solids under plane stress, plane strain and axisymmetric loading 5. FE analysis of plate structures

3. 6. FE analysis of 3D solid elements using hexahedral elements 7. Free vibration analysis of simple building frames

4. 8. Transient response of simple building frames subjected to impulsive force 9. Dynamics of a three storey building frame subjected to harmonic base motion.

5. 10. Dynamics of a one-storey building frame with planar asymmetry subjected to harmonic base motion. 11. Innovative experiment suggested by the faculty member/ Lab. incharge.

TEXT BOOKS: TB 1: "Matrix analysis of framed structures ", W. Weaver Jr. and J.M. Gere, CBS, 2004, 2nd

TB 2: "The Finite Element Method: ", G. R. Liu, ButterworthHeinemann, 2003, 1st

TB 3: "A Practical Course ", S. S. Quek, , ,

TB 4: "Advanced structural analysis with finite element and computer applications ", A.K. Jain, Nem Chand and Bro., 2006, 2nd

TB 5: "Finite Element Analysis Theory and Programming ", C.S. Krishnamoorthy, Tata McGraw Hill Education, 2011, 2nd

REFERENCES: Ref 1: "Concepts and applications of Finite Element analysis ", R. D.Cook, D. S.Malkus, M. E. Plesha and R. J.Witt, Wiley India, 2007, 4th

Ref 2:

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Page 8: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 208

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem I COURSE TITTLE

Audit Course 1 COURSE ID

ACE 011-014 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Audit (AC) 0 2 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

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Page 9: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 209

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Earthquake Resistant Design of Buildings COURSE ID

MSE 201 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (FC) 3 3 0 1

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Understand advanced engineering seismology

CO 2: Study the typical design philosophies and methods of seismic analysis on buildings

CO 3: Analyse buildings using static and dynamic, linear and non-linear methods of seismic analysis

CO 4: Ductile design of RC buildings as per Indian codes

CO 5: Understand prevailing repair and retrofitting techniques of RC buildings

CO 6: Design of structures using methods of seismic analysis and their repair and retrofitting

SYLLABUS

UNIT CONTENT Hrs

1. Engineering Seismology: Elastic rebound theory, Theory of plate tectonics and movement of Indian plate. Seismic waves. Seismic intensity, Seismic Magnitude, Richter scale, Seismic zoning maps of India, Response spectra, Strong ground motion characteristics,

2. Earthquake effects on the buildings: Behavior of various types of buildings in past earthquakes, classification of loads, Design philosophy, Seismic methods of analysis, Seismic damages during past earthquakes and effect of irregularities and building architecture on the performance of RC structures.

3. Seismic analysis of RC buildings:Mathematical modeling of multistoried RC buildings with modeling of floor diaphragms and soil-foundation. Seismic analysis by Equivalent static lateral load method and Response Spectrum Method as par IS 1893. Infill wall, failure mechanism of in-filled frame, analysis of in-filled frame.

4. Ductile designing of RC buildings: Ductility of reinforced concrete members subjected to flexure, axial load and shear. Detailing of reinforced concrete members, Ductility requirements, types of ductility, factors affecting ductility. Ductile detailing as per latest IS: 13920, design of Shear Walls.

5. Repair and Retrofitting Techniques: Principle of Repair and Retrofitting, Criteria for Repair, Restoration and Retrofitting, Classification of retrofitting techniques, Conventional and non-conventional methods, Comparative study of various methods and case studies. Techniques of repair and retrofitting of RC buildings, Retrofitting of buildings by Base Isolation. Retrofitting of masonry structures, failure modes of masonry structures and repairing techniques.

TEXT BOOKS: TB 1: "Dynamics of Structures ", R.W. Clough and J. Penzien, McGraw Hill, 1993, 2nd

TB 2: "Dynamics of Structures - Theory and application to earthquake engineering ", A. K. Chopra, Pearson Education, 2007, 3rd

TB 3: "Earthquake Resistant Design of Structures ", P. Agarwal and M. Shrikhande, Prentice Hall Publications, 2006, 1st

TB 4: "Earthquake Resistant Design for Engineers and Architects ", D. J. Dowrick, John Wiley and Sons, 2009, 2nd

TB 5: "IS:1893;13935;4326;13828;13827;13920 ", Code of Practice, BIS Codes, New Delhi, , ,

REFERENCES: Ref 1:

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Page 10: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 210

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Advance Concrete Design COURSE ID

MSE 202 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (CC) 3 3 0 1

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Design a typical slab panel using the yield line theory.

CO 2: Appreciate and design a Flat slab for given conditions of the slab panel.

CO 3: Analyse and design a common elevated water tank for the given requirements of storage.

CO 4: Analyse and design a Pre and Post Stressed flexural member for a simple determinant structure.

CO 5: Analyse and design a statically indeterminate continuous flexural member.

CO 6: Apply advanced design concepts and design common critical structure.

SYLLABUS

UNIT CONTENT Hrs

1. Introduction; Upper and lower bound theorems; Rules for yield lines; Analysis by segment equilibrium; Analysis by virtual work; Orthotropic reinforcement and skewed yield lines; special conditions at edges and corners; Fan patterns at concentrated loads; Limitations of yield line theory

2. Shear in flat slabs and flat plates – One-way shear, Two-way (punching) shear, Shear due to unbalanced moment, Shear reinforcement design; Equivalent frame analysis of flat slabs – Historical development and definition of equivalent frame, Moment of inertia of slab-beams, Theoretical column stiffness, Use of published data for flat slabs, equivalent column method, arrangement of live load, Reduction in negative moments, Design procedure

3. Elevated Service Reservoirs: Rectangular, Circular and Intze type. Design of staging for wind and earthquake forces, container with flat base and domed bottom. Membrane analysis, Effect of Joint reactions due to continuity

4. Design of Pretension and Post-tension Flexural members: Design of partially Prestressed concrete members. Prestressed Concrete Slabs: Introduction, Design of one way, two way and flat slabs.

5. Statically Indeterminate Structures: Analysis and Design of continuous beams. Choice of cable profile-linear transformation-concordancy. Design of end blocks.

TEXT BOOKS: TB 1: "Reinforced concrete mechanics and design ", J.K. Klight and J.G. MacGregor, Pearson, 2009, 5th

TB 2: "Design of reinforced concrete structures ", A.H.Nilson, Tata McGraw-Hill, 2005, 13th

TB 3: "Reinforced concrete design ", S.U. Pillai and D. Menon, Tata McGraw-Hill, 2004, 2nd

TB 4: "Pre-stressed concrete ", N. Rajagopalan, Narosa Publishing House, 2005, 2nd

TB 5: "Pre-stressed concrete ", T.Y.Lin&N.H.Burns, John Wiley & Sons, 1981, 3rd

REFERENCES: Ref 1:

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Page 11: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 211

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Advance Steel Structure COURSE ID

MSE 203 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Steel (CC) 3 3 0 1

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Perform wind load analysis for industrial structural elements

CO 2: Design of braced and unbraced industrial structures

CO 3: Design a low rise multi-storeyed building

CO 4: perform load analysis and preliminary design of tower

CO 5: Appreciate the use of light gauge steel structures

CO 6: Analyse and design typical industrial and residential steel structures

SYLLABUS

UNIT CONTENT Hrs

1. Wind loads on buildings: Introduction to wind load; Design wind speed and pressure; Wind pressure on roofs; Wind effect on cladding and louvers; Design of purlins for roofs and rails for cladding; Open sheds – Pitched roofs

2. Braced and unbraced industrial buildings: Introduction; Design of braced small industrial building with gantry; Rigid frames; Rigid frame knees; Gable frames ; Design of a simple gable frame industrial building with gantry

3. Low-rise Multi-storey buildings: Introduction; Design of a two-storey building

4. Towers: Introduction; Basic structural configurations; Loads on towers; wind load; Design of a simple tower

5. Design of light gauge steel structures: Introduction; Types of sections; Material; Local buckling of thin elements; stiffened compression elements; Unstiffened compression elements; Compression members; Laterally supported flexural members; Laterally unsupported flexural members; Connections

TEXT BOOKS: TB 1: "Design of Steel Structures ", S.K.Duggal, Tata McGraw-Hill Education, 2000, 2nd

TB 2: "Design of Steel Structures ", A.S.Arya and J.L. Ajmani, Nem Chand and Bros., 2004, 7th

TB 3: "Design of Steel Structures ", N. Subramanian, Oxford university press, 2009, 1st

TB 4: "Steel structures controlling behavior through design ", R. Englekirk, John Wiley and Sons, 2003, 1st

TB 5: "The behavior and design of steel structures to EC3 ", N.S. Trahair and M.A. Bradford, Taylor and Frances, 2008, 4th

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 12: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 212

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Advance Concrete Technology COURSE ID

MSE 204 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (CC) 3 3 0 1

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Design concrete mix with alternative concreting materials

CO 2: Design special purpose concrete mix

CO 3: Design of ferro-cements and fibre-reinforced concrete

CO 4: Understand the applications and limitations of high-performance concrete

CO 5: Understand advanced concrete production techniques

CO 6: Judge the appropriate mix design methods and latest concrete technology practices

SYLLABUS

UNIT CONTENT Hrs

1. Modern concreting elements and mix design: Role of constituents- development in cements and cement replacement materials- pozzolona- flyash- silica Fume- rice husk ash- recycled aggregates- chemical admixtures. Principles and methods of concrete mix design

2. Light weight and heavy density concretes: Light weight concrete: Introduction, classification, properties, strength and durability, mix proportioning and problems, Heavy density Concrete: Radiation shielding ability of concrete-materials for high density concrete-mix proportioning- properties in fresh and hardened state- placement methods

3. Ferro-cement and Fibre-reinforced concrete: Ferrocement materials-mechanical properties- cracking of ferro-cement- strength and behavior in tension, compression and flexure- Design of ferro-cement in tension- ferro-cement constructions: Durability and applications. Fibre materials- mix proportioning- Distribution and orientation- interfacial bond- properties in fresh state- strength and behaviour of steel fibre reinforced concrete in tension, compression and flexure-mechanical properties- crack arrest- toughening mechanisms-applications

4. High performance concrete: Constituents-Mix proportioning- properties in fresh and hardened states- Applications and limitations

5. Other special concretes: Ready-mix concrete- Self-compacting concrete- Reactive powder concrete- bacterial concrete

TEXT BOOKS: TB 1: "Properties of concrete ", A. M. Neville, Prentice Hall., 2012, 5th

TB 2: "Developments in Concrete Materials and Construction ", R. K. Dhir, P. C. Hewlett and L. J. Csteny, Thomas Telford, 2002, 1st

TB 3: "Concrete technology: theory and practice ", M.L.Gambhir, Tata McGraw-Hill Education., 2010, 5th

TB 4: "Advanced concrete technology ", Zongjin Li, Wiley, 2011, 4th

TB 5: "Fundamentals of High-Performance Concrete ", E. G. Nawy, Wiley, 2000, 2nd

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 13: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 213

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Advanced Material Testing Lab COURSE ID

MSE 251 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (CC) 2 0 3 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Determine engineering properties of concrete using NDT

CO 2: Perform conventional concrete material property determination tests.

CO 3: Study the influence of concrete production parameters on the performance aspects.

CO 4: Conduct stress strain analysis using advanced equipment.

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Any Three of the tests in each category: Category I Determination of engineering properties of concrete using Non-Destructive testing

2. Category II 1. Tests on cement - Consistency, Setting times, Soundness, Compressive Strength 2. Gradation Charts of Aggregates. 3. Bulking of fine Aggregate.

3. 4. Aggregate Crushing and Impact value 5. Workability Tests on Fresh self compacting concrete 6. Air Entrainment Test on fresh concrete.

4. Category III 1. Marsh cone test. 2. Permeability of Concrete. 3. Accelerated Curing of Concrete. 4. Influence of W/C ratio on strength and Aggregate / Cement ratio on workability and Strength5. Influence of Different Chemical Admixtures on concrete

5. Category IV 1. Determination of static strain using electrical resistance strain gauge. 2. Determination of principal stress difference in a circular disc subjected to diametrical compression. 3. Determination of principal stresses in a bar subjected to axial tension. 4. Determination of stress concentration factor.

TEXT BOOKS: TB 1: "Experimental Stress Analysis ", J.W. Dally and W.F. Riley, McGraw Hill, 1991, 3rd Ed

TB 2: "Modern Experimental Stress Analysis ", J.F. Doyle, John Wiley and Sons, 2004, -

TB 3: "High-Performance Concrete ", P.C. Aitcin, E & FN SPON, 1998, -

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 14: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 214

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Computer Aided Design Lab COURSE ID

MSE 252 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (CC) 2 0 3 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1: Develop MATLAB programs for traditional concrete tests

CO 2: Develop MATLAB programs for simple RC flexural elements

CO 3: Develop MATLAB programs for simple RC axial elements

CO 4: Develop MATLAB programs for retaining walls and piles

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Any 7 of the following problems are to be solved using Computer Programs (in Spread Sheets/ C/ FORTRAN/ MATLAB/ Python, etc) 1. Analysis the cube test results of concrete 2. Analysis of the shape of cross-section of homogeneous material to determine centroid, MI and section modulus

2. 3. Analysis of a rectangular RC section to determine MuR, VuR and TuR 4. Design of reinforced concrete beam (Singly/Doubly) by IS 456-2000 5. Design of reinforced concrete slab (One-way/Two-way) by IS 456- 2000

3. 6. Design of two-way rectangular slabs subjected to concentrated loads using Pigeaud’s curves 7. Design of RC column subjected to Uni-/bi-axial bending by IS 456- 2000

4. 8. Design of reinforced concrete retaining wall (cantilever type) 9. Design of pile foundation for static axial load

5. 10. Proportioning concrete mixes using a) I.S. Code method b) ACI Code method.

TEXT BOOKS: TB 1: "Reinforced concrete design ", S.U. Pillai and D. Menon, Tata McGraw-Hill, 2004, 2nd

TB 2: "Concrete Technology ", A. R. SanthaKumar, Oxford University Press, 2007, 4th

TB 3: "Bridge Engineering ", S. Ponnuswamy, Mc Graw Hill, 2009, 2nd

TB 4: "Analysis and Design of Substructures ", Swamy Saran, Oxford & IBH, 2006, 2nd

TB 5: "Matlab and its applications in engineering ", R.K. Bansal, A.K. Goel and M.K. Sharma, Pearson Education, 2009, 1st

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 15: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 215

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem II COURSE TITTLE

Audit Course 2 COURSE ID

ACE 015-018 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

(AC) 0 2 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 16: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 216

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem III COURSE TITTLE

Elective-I COURSE ID

MSE 311-318 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

(DE) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 17: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 217

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem III COURSE TITTLE

Elective-II COURSE ID

MSE 321-328 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

(DE) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 18: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 218

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem III COURSE TITTLE

Open Elective COURSE ID

OCE 351-358 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

(OE) 3 3 0 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

25 25 50 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 19: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 219

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem III COURSE TITTLE

Dissertation Phase-I COURSE ID

MSE 340 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Project (DS) 6 0 12 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

0 0 100 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 20: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 220

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem III COURSE TITTLE

Mini project COURSE ID

MSE 341 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Project (MP) 2 0 4 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

0 30 70 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 21: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 221

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: Sem IV COURSE TITTLE

Dissertation Phase-II COURSE ID

MSE 400 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Project (DS) 16 0 32 0

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

0 30 70 100

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1.

2.

3.

4.

5.

TEXT BOOKS: TB 1:

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 22: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 222

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Structural Reliability COURSE ID

MSE 311 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Apply the principles of probability to quantify the uncertainties in structural design parameters

CO 2: Carry out statistical analysis to characterize the uncertainties in material strengths and loadings

CO 3: Perform reliability analysis of structural elements and systems

CO 4: Formulate and perform Monte Carlo simulations for reliability analysis of concrete structures

CO 5: Evaluating the safety levels incorporated in design codes based on reliability analyses

CO 6: Carry out a simple decision analysis for a stochastic process

SYLLABUS

UNIT CONTENT Hrs

1. Concepts of structural safety: Design methods, statistics and probability: Data reductions, Histograms, Sample correlation. Random variable, Discrete and continuous variables and common probability distribution.

2. Resistance distribution and parameters: Statistical analysis of materials: steel, concrete bricks and mortar, Dimensional variations, characterization of variables and allowable stresses based on specified reliability. Probabilistic Analysis for live load, gravity load and wind load.

3. Computation of basic structural reliability, Reliability analysis of simple element such as beam and column.Reliability methods, basic variables, first order second moment methods (FOSM) and concept of reliability index. Reliability of structural systems: Redundant and non-redundant systems, series, parallel and mixed systems.

4. Monte Carlo Methods of Analysis: Study of structural safety-generation of random numberscontinuous, discrete and jointly distributed variables-Application to reliability analysis of concrete structures.

5. Reliability based design: Load and resistance factors of design, safety checking formats and code calibrations, I.S. code provision, Introduction to stochastic process. Decision Analysis: Introduction, simple risk decision problems, decision problems, decision model, decision tree, decision criteria, decision based on existing information, Prior analysis

TEXT BOOKS: TB 1: "Reliability Analysis and Design of Structures ", R. Ranganathan, Mc Graw Hill, 1990, 1st

TB 2: "Probabilistic Approaches to Design ", Edward Haugen, John Wiley and Sons, 1968, 1st

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Structural Reliability-Analysis and Prediction ", R. E. Melchers, Ellis Horwood Ltd. , 1999, 1st

Ref 4: "Reliability-based Structural Design ", S.K. Choi, R.C.Grandhi and A. Robert, Springer , 2007, 1st

Ref 5:

Page 23: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 223

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Stability Analysis of Structures COURSE ID

MSE 312 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Formulate mathematical expressions governing the onset of instability in straight columns with different end conditions

CO 2: Solve the governing equations to estimate the critical loads for prismatic and non-prismatic columns

CO 3: Formulate and solve differential equations governing the torsional buckling of columns with open thin walled sections

CO 4: Formulate and solve differential equations governing the lateral torsional buckling of metallic beams

CO 5: Apply the theory of buckling to estimate the critical loads in plates and shells

CO 6: Formulate and solve the mathematical equations governing the buckling of discrete systems

SYLLABUS

UNIT CONTENT Hrs

1. Buckling of columns: Introduction; Methods of finding critical loads; Critical loads for straight columns with different end conditions and loading; Inelastic buckling of axially loaded columns; Energy methods; Prismatic and non-prismatic columns under discrete and distributed loading; General Principles of elastic stability of framed structures.

2. Buckling of Thin walled members of open cross section: Torsion of thin-walled bars; warping; Non-uniform torsion; Torsional buckling under axial loading; Combined bending and torsion buckling.

3. Lateral Buckling of Beams : Beams under pure bending; Cantilever and simply supported beams of rectangular and I sections; Beams under transverse loading; Energy methods; Solution of simple problems.

4. Buckling of Rectangular Plates and Shells: Plates simply supported on all edges and subjected to constant compression in one or two directions; Plates simply supported along two opposite sides perpendicular to the direction of compression and having various edge conditions along the other two sides. Introduction to buckling of axially compressed cylindrical shells.

5. Mathematical treatment of stability problems: Discrete/Discontinuous systems; Eigen value problem; Converting continuous systems to discrete systems using the finite element method – Buckling of a column with sudden change in cross-section

TEXT BOOKS: TB 1: "Theory of elastic stability ", S.P. Timoshenko and J.N. Gere, Tata McGraw Hill, 2010, 2nd

TB 2: "Background to buckling ", H. G. Allen and P. S. Bulson, McGraw Hill, 1980, 1st

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Elastic stability of structural elements ", N.G.R.Iyengar, Macmillan India Ltd., 2007, 1st

Ref 4: "Introduction to Structural Stability Theory ", George Gerard, McGraw Hill, 1962, 1st

Ref 5: "Stability of Structures ", Ashwini Kumar, Allied Publishers, 1998, 1st

Page 24: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 224

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Structural Optimization COURSE ID

MSE 313 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Test the existence of solution for an optimization problem and select an appropriate approach to solve the same

CO 2: Apply the linear programming techniques to optimize the design of pre-stressed concrete components and determinate trusses

CO 3: Carry out unconstrained optimization for functions of single variable and multiple variables

CO 4: Perform constrained optimization by various methods

CO 5: Approximation and rapid estimation of optimal solution for practical optimization problems

CO 6: Select and apply appropriate optimization approach to formulate and solve optimization problems in structural design

SYLLABUS

UNIT CONTENT Hrs

1. Introduction : Function optimization and parameter optimization; Elements of problem formulation; The solution process; Analysis and design formulations; Specific versus General methods 2. Classical Tools in Structural Optimization. Optimization using differential calculus; Optimization using variational calculus; Classical methods for constrained problems; Local constraints and the minmax approach; Necessary and sufficient conditions for optimality; Use of series of solutions in structural optimization

2. Linear Programming: Limit analysis and design of structures; Prestressed concrete design by linear programming; Minimum weight design of statically determinate trusses ; A linear program in a standard form; The simplex method; Duality in linear programming

3. Unconstrained optimization: Minimization of functions of one variable; Minimization of functions of several variables; Specialised quasi-Newton methods; Probabilistic search algorithms

4. Constrained optimization: The Kuhn-Tucker conditions; Quadratic programming problems; Computing the Lagrange multipliers; Sensitivity of optimum solution to problem parameters; Gradient projection and reduced gradient methods; The penalty function methods ; Multiplier methods

5. Aspects of optimization process in practice: Generic approximations; fast reanalysis techniques; Sequential linear programming; Sequential non-linear approximate optimization; Special problems asscociated with shape optimization ; Optimization packages; Test problems – Ten bar truss

TEXT BOOKS: TB 1: "Elements of Structural Optimization ", Gurudal, Springer, -, -

TB 2: "Structural OPtimization- FUndamentals and application ", Kirsch, U, Springer, -, -

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Optimization- Theory and application ", Rao, S. S., Wiley Eastern Ltd., -, -

Ref 4: ….

Ref 5: …

Page 25: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 225

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Seismic hazard assessment COURSE ID

MSE 314 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Study the basics of seismology and structural dynamics

CO 2: Understand and correlate the dynamic soil properties affecting structures

CO 3: Analyse seismic hazards using Deterministic and probabilistic methods

CO 4: classify and analyse site specific ground response

CO 5: Design of geotechnical structures using seismic analysis

CO 6: Analyse and assess seismic hazards against geotechnical conditions

SYLLABUS

UNIT CONTENT Hrs

1. Introduction to Geotechnical Earthquake Engineering: Scope and objective; Nature and types of earthquake loading; Importance of Geotechnical Earthquake Engineering. Basics of Vibration theory: Concept of dynamic load, Earthquake load, Single degree of freedom system, Multiple degree of freedom system, Free and forced vibrations, Damped and undamped systems, Equation of Motion, Response spectra.

2. Dynamic Soil Properties: Stiffness, damping and plasticity parameters of soil and their determination (laboratory testing, intrusive and non intrusive in-situ testing); Correlations of different soil parameters; Liquefaction (basics, evaluation and effects), Liquefaction hazard map, Lateral Spreading.

3. Seismic Hazard Analysis: Magnitude Indicators, Segmentation, Deterministic Seismic Hazard Analysis (DSHA), Probabilistic Seismic Hazard Analysis (PSHA), Earthquake Source Characterization, Gutenberg-Richter recurrence law, Predictive relationships, temporal uncertainty, Probability computations, Seismic Hazard Curve, Logic tree methods.

4. Site Response Analysis: Ground Response Analysis, Transfer Function, Non-linear approach. Site Classification.

5. Seismic Analysis and Design of Various Geotechnical Structures: Pseudo-static method, Pseudo-dynamic method, other dynamic methods, Seismic analysis of retaining wall, Seismic slope stability analysis, Behaviour of reinforced soil under seismic conditions, Seismic design of retaining structures, Seismic analysis of Tailings Dam, Seismic displacement based analysis, seismic design of shallow foundations, seismic design of pile foundations, seismic uplift capacity of ground anchors, seismic design of Municipal Solid Waste (MSW) landfills. Codal provisions/guidelines for seismic design of geotechnical structures.

TEXT BOOKS: TB 1: "Geotechnical Earthquake Engineering ", Kramer, S. L, Pearson Education (india), 2003, 1st

TB 2: "Earthquake Hazard Analysis- issues and insights ", Reiter, L, Columbia Univ. Press, NY, 1990, -

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Handbook of Seismic Risk analysis and management of Civil Infrastructure systems ", Tesfamariam, S. and Goda, K., Woodhead Publishing, Elsevier, 2013, 1st

Ref 4: "INtrodcution to Probabilistic seismic hazard Analysis ", Baker, J. W, http://www.stanford.edu/~bakerjw/Publications/Baker_%282008%29_, 2008, 1st

Ref 5: "Fundamentals of seismic loading on structures ", Tapan, K. Sen, Intro_to_PSHA_v1_3.pdf Wiley online DOI: 10.1002/9780470742341.ch7, 2009, -

Page 26: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 226

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Soil-Structure Interaction COURSE ID

MSE 315 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Formulate the equations of motion for soil structure systems with flexible and rigid base/ foundation

CO 2: Formulate dynamic stiffness matrices for discretized soil sub system based on theory of wave propagation

CO 3: Perform free-field response of a given site under seismic conditions with and without material damping

CO 4: Quantify the flexibility of soil under dynamic conditions and use that for evaluating the stiffness of foundation-Soil-System

CO 5: Formulate the equations of motion of soil structure interaction systems in time domain

CO 6: Select appropriate Solve the linear and nonlinear equations of motion in time-domain

SYLLABUS

UNIT CONTENT Hrs

1. Introduction : Objectives and practical significance and importance of soil-structure interaction (SSI); Fixed base structure, structures on soft ground; Modeling of unbounded media. Fundamentals of Soil-structure Interaction: Direct and sub-structure methods of analysis; Equations of motion for flexible base and rigid base; kinematic interaction, inertial interaction and effect of embedment.

2. Modeling of Structure: Temporal and spatial variation of external loads including seismic loads; continuous models, discrete models (lumped mass) and finite-element models. Wave Propagation for SSI: Waves in semi-infinite medium- one, two and three dimensional wave propagation; Dynamic stiffness matrix for out-of-plane and in-plane motions.

3. Free-field response of site: Control point and control motion for seismic analysis; Dispersion and attenuation of waves; Half-space, single-layer on half-space; Parametric studies. Modelling of Boundaries: Elementary, local, consistent and transmitting boundaries

4. Modelling of soil: Green's influence functions, boundary element method, finite element model; Dynamic stiffness coefficients for different types of foundations- surface foundation, embedded foundation, shallow (strip) foundation and deep (pile) foundation.

5. Soil-Structure Interaction in Time domain: Direct method; sub-structure method (using dynamic stiffness and Green's function of soil); hybrid frequency-time domain approach. Nonlinear Analysis: Material nonlinearity of soil (including plasticity and strain hardening), geometrical non-linearity (slip and separation of foundation with soil); Nonlinear structure with linear soil; Considering both structure and soil nonlinearity

TEXT BOOKS: TB 1: "Soil-Foundation-Structure Interaction ", R. P. Orense, N. Chouw & M. J. Pender, CRC Press, 2010, 1st

TB 2: "Soil-Structure Interaction: Numerical Analysis and Modelling ", J.W. Bull, CRC Press, 1993, 1st

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Elastic analysis of soil-foundation interaction ", A. P. S SelvaDurai, Elsevier Scientific Pub. Co, 1979, 1st

Ref 4: "Pile foundation analysis and design ", H. G. Poulos and E.H. Davies, Wiley, 1980, 1st

Ref 5: "Foundation Analysis ", R.F. Scott, Prentice-Hall, 1981, 1st

Page 27: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 227

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Mechanics of Composite Materials COURSE ID

MSE 316 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Classify and characterize composite materials.

CO 2: Study the behaviour of lamina stress strain relationships.

CO 3: Determination of stress strain relationship using classical lamination theory.

CO 4: Study effect of configuration changes on stiffness.

CO 5: Analysis of Laminates subjected to bending buckling and vibration.

CO 6: Understand the behaviour and applications of composite materials.

SYLLABUS

UNIT CONTENT Hrs

1. Introduction-classification and characteristics of composite materials, basic terminology, uses of fibrous composites

2. Behavior of lamina stress-strain relationship for anisotropic, orthotropic and isotropic material, transformation of elastic constants, failure criteria for an orthotropic lamina, introduction to micromechanics: law of mixture

3. Behavior of laminate classical lamination theory, stress-strain relationship for a laminate, extensional, bending and coupling stiffness

4. Different configurations and corresponding stiffness, strength of laminates, interlaminar stresses, shear deformation theories

5. Behavior and analysis of laminated plates subjected to bending, buckling and vibrations. Introduction to behavior of thin walled laminated structures and sandwich constructions, examples on practical applications

TEXT BOOKS: TB 1: : Structural behavior of laminated composites

TB 2: : Air-craft industry, Biomedical industry, ship-building industry, optics

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Engineering Mechanics of Composite Materials ", Isaac M. Daniel and Ori Ishai, Oxford University Press, 1994, 2nd

Ref 4: "Stress Analysis of Fiber-Reinforced Composite Materials ", Michael W. Hyer, WCB/McGraw- Hill, 2009, Rev. edition

Ref 5: "Mechanics of Composite Materials ", R. M. Jones, CRC Press, 1999, 2nd

Page 28: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 228

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Experimental Stress Analysis COURSE ID

MSE 317 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Select and set up strain gauge system appropriate for a given experimental model

CO 2: Collect and interpret the strain gauge data from an experimental model

CO 3: Select an appropriate non-destructive test for a given testing requirements

CO 4: Interpret the optical results of polariscope using the principles of photo elasticity

CO 5: Apply compensation techniques, calibration methods and separation methods in two-dimensional photo-elasticity

CO 6: Select an appropriate experimental method for stress analysis of structural elements

SYLLABUS

UNIT CONTENT Hrs

1. Introduction and Strain measurement methods – Model & Prototype – Dimensional analysis-Factors influencing model design – Scale factors and Model material properties – Methods of model design. Definition of strain and its relation to experimental determinations - properties of strain gauge systems – Mechanical, Optical, Acoustic and Pneumatic types.

2. Electrical resistance strain gages: Introduction – gauge construction – strain gauge adhesives - mounting methods – gauge sensitivities and gage factor – performance characteristics of wire and foil strain gauges – environmental effects. Analysis of strain gauge data – the three element rectangular rosette – the delta rosette – correction for transverse sensitivity.

3. Non – destructive testing: Introduction – objectives of non destructive testing. Ultrasonic pulse velocity method – Rebound Hammer method (Concrete hammer) – Acoustic Emission application to assessment of concrete quality.

4. Theory of photo elasticity: Introduction – temporary double refraction – Index ellipsoid and stress ellipsoid – the stress optic law – effects of stressed model in a polariscope for various arrangements - fringe sharpening.

5. Two dimensional photo elasticity: Introduction – iso-chromatic fringe patterns – isoclinic fringe patterns – compensation techniques – calibration methods – separation methods – materials for photo- elasticity – properties of photo-elastic materials

TEXT BOOKS: TB 1: "Modern experimental stress analysis: completing the solution of partially specified problems". John Wiley & Sons.Doyle, J. F.

(2004).

TB 2: "Experimental stress analysis", 1978. Kogushka: McGraw Hill.Dally, J. W., & Riley, W. F. (1961).

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Experimental stress analysis". Tata McGrew-Hill Publishing Company Limited, New Delhi, 66, 97.Srinath, L. S., Raghavan, M. R., Lingaiah, K., Gargesha, G., Pant, B., & Ramachandra, K. (1984).

Ref 4: "An introduction to experimental stress analysis". WileyLee, G. H. (1950).

Ref 5: "Experimental Stress Analysis": A Text Book for Engineering Students. Khanna publishers.Singh, S. (1982).

Page 29: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 229

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E1 COURSE TITTLE

Fracture mechanics of Concrete Structures COURSE ID

MSE 318 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Analysis (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Identify the crack type and its causes

CO 2: Carry out calculation of stress intensity/ concentration factors at crack tip

CO 3: Select appropriate material modelling for crack propagation and damage modelling in numerical modelling

CO 4: Apply the basics of fracture mechanics in design of high strength concrete and fibre reinforced concrete

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Introduction: Basic Fracture Mechanics, Crack in a Structure, Mechanisms of Fracture and Crack Growth, Cleavage Fracture, Ductile Fracture, Fatigue Cracking, Environment assisted Cracking, Service Failure Analysis.

2. Stress at Crack Tip: Stress at Crack Tip, Linear Elastic Fracture Mechanics, Griffith’s Criteria, Stress Intensity Factors, Crack Tip Plastic Zone, Erwin’s Plastic Zone Correction, R curves, Compliance, J Integral, Concept of CTOD and CMD.

3. Material Models: General Concepts, Crack Models, Band Models, Models based on Continuum Damage Mechanics, Applications to High Strength Concrete, Fibre Reinforced Concrete, Crack Concepts and Numerical Modeling.

4.

5.

TEXT BOOKS: TB 1: "Fracture Mechanics", Suri C. T. and Jin Z.H., 1st Edition, Elsevier Academic Press, 2012.

TB 2: "Elementary Engineering Fracture Mechanics", BroekDavid, 3rd Rev. Ed. Springer, 1982.

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Fracture Mechanics of Concrete Structures – Theory and Applications", Elfgreen L., RILEM

Ref 4: Report, Chapman and Hall, 1989.

Ref 5: "Fracture Mechanics – Applications to Concrete", Victor, Li C., Bazant Z. P., ACI SP 118, ACI Detroit, 1989.

Page 30: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 230

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Advanced Design of Foundations COURSE ID

MSE 321 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Study the methods of soil exploration for different projects.

CO 2: Design common shallow foundations.

CO 3: Design individual and grouped pile foundations.

CO 4: Design deep well foundations for large projects.

CO 5: Understand the soil structure interaction concepts.

CO 6: Take-up the practical foundation problems and submit appropriate foundation design solutions.

SYLLABUS

UNIT CONTENT Hrs

1. Planning of Soil Exploration for Different Projects, Methods of Subsurface Exploration, Methods of Borings along with Various Penetration Tests.

7

2. Shallow Foundations, Requirements for Satisfactory Performance of Foundations, Methods of Estimating Bearing Capacity, Settlements of Footings and Rafts, Proportioning of Foundations using Field Test Data, Pressure – Settlement Characteristics from Constitutive Laws.

8

3. Pile Foundations, Methods of Estimating Load Transfer of Piles, Settlements of Pile Foundations, Pile Group Capacity and Settlement, Laterally Loaded Piles, Pile Load Tests, Analytical Estimation of Load- Settlement Behavior of Piles, Proportioning of Pile Foundations, Lateral and Uplift Capacity of Piles.

12

4. Well Foundation, IS and IRC Code Provisions, Elastic Theory and Ultimate Resistance Methods. Tunnels and Arching in Soils, Pressure Computations around Tunnels. Open Cuts, Sheeting and Bracing Systems in Shallow and Deep Open Cuts in Different Soil Types

10

5. Coffer Dams, Various Types, Analysis and Design, Foundations under uplifting loads, Soil-structure interaction

8

TEXT BOOKS: TB 1: "Design of foundation system", N.P. Kurian, Narosa Publishing House

TB 2: "Foundation Analysis and Design", J. E. Bowles, Tata McGraw Hill New York

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Analysis and Design of Substructures", Swami Saran, Oxford and IBH Publishing Co. Pvt. Ltd, New Delhi.

Ref 4:

Ref 5:

Page 31: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 231

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Design of Formwork COURSE ID

MSE 322 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Select appropriate form work for construction

CO 2: Understand various formwork supports and materials.

CO 3: Design formwork for 2D structural elements.

CO 4: Design form work for special structures.

CO 5: Manage formwork related issues.

CO 6: Study formwork failure cases.

SYLLABUS

UNIT CONTENT Hrs

1. Introduction: Requirements and Selection of Formwork. Formwork Materials- Timber, Plywood, Steel, Aluminium, Plastic, and Accessories. Horizontal and Vertical Formwork Supports.

14

2. Formwork Design: Concepts, Formwork Systems and Design for Foundations, Walls, Columns, Slab and Beams. Formwork Design for Special Structures: Shells, Domes, Folded Plates, Overhead Water Tanks, Natural Draft Cooling Tower, Bridges.

15

3. Flying Formwork: Table Form, Tunnel Form, Slip Form, Formwork for Precast Concrete, Formwork Management Issues –Pre- and Post-Award. Formwork Failures: Causes and Case studies in Formwork Failure, Formwork Issues in Multi Story Building Construction..

16

4.

5.

TEXT BOOKS: TB 1:

TB 2: "Formwork for Concrete Structures", Peurify, Mc Graw Hill India, 2015.

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Formwork for Concrete Structures", Kumar NeerajJha, Tata McGraw Hill Education, 2012.

Ref 4: "IS 14687: 1999, False workfor Concrete Structures" - Guidelines, BIS.

Ref 5:

Page 32: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 232

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Design of high rise structures COURSE ID

MSE 323 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Steel (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Design of braced transmission/TV tower

CO 2: Analyse and design steel and RC chimneys

CO 3: Design of foundation for soil strata

CO 4: Design of tall buildings for dynamic loads

CO 5: Estimate needed provisions for fire fighting according to Indian codes

CO 6: Analyse and design RC and steel structures using software applications

SYLLABUS

UNIT CONTENT Hrs

1. Design of transmission/ TV tower, Mast and trestles: Configuration, bracing system, analysis and design for vertical transverse and longitudinal loads.

14

2. Analysis and Design of RC and Steel Chimney, Foundation design for varied soil strata. 15

3. Tall Buildings: Structural Concept, Configurations, various systems, Wind and Seismic loads, Dynamic approach, structural design considerations and IS code provisions. Firefighting design provisions. Application of software in analysis and design.

16

4.

5.

TEXT BOOKS: TB 1: "Structural Design of Multi-storeyed Buildings", Varyani U. H., 2nd Ed., SouthAsian Publishers, New Delhi, 2002.

TB 2: "Structural Analysis and Design of Tall Buildings", Taranath B. S., Mc Graw Hill, 1988.

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Illustrated Design of Reinforced ConcreteBuildings(GF+3storeyed)", Shah V. L. &Karve S. R., Structures Publications, Pune, 2013.

Ref 4: "Design of Multi Storeyed Buildings", Vol. 1 & 2, CPWD Publications, 1976.

Ref 5: "Tall Building Structures", Smith Byran S. and Coull Alex, Wiley India. 1991.

Page 33: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 233

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Pre-stressed Concrete Structures COURSE ID

MSE 324 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Design of Pre-tensioned and Post-tensioned Flexural members.

CO 2: Design statically indeterminate pre-stressed concrete structures

CO 3: Design Prestressed concrete pipes and tanks.

CO 4: Design pre-stressed concrete slabs and grid floors.

CO 5: Design prestressed shell structures.

CO 6: Apply the concepts of prestressing and design advanced prestressed concrete structures.

SYLLABUS

UNIT CONTENT Hrs

1. Design of Pre-tensioned and Post-tensioned Flexural members: Dimensioning of flexural members; Estimation of self weight of beams; Design of pre-tensioned beams; Design of post-tensioned beams

8

2. Statically indeterminate pre-stressed concrete structures: Curvature diagrams of class I , II , III structures; Moment redistribution in prestressed concrete beam; Principle of design of Portal frames; Design of continuous beams; Cable profile – Concordant cable and linear transformation; Limit state of crack width for class IIII beams

10

3. Prestressed concrete pipes and tanks : Circular prestressing; Types of prestressed concrete pipes; Design of prestressed concrete pipes: General features of prestressed concrete tanks: Analysis of prestressed concrete tanks: Design of pre-stressed concrete tanks: Pre-stressing of concrete poles, piles , sleepers and pressure vessels

10

4. Pre-stressed concrete slabs and grid floors: Types of pre-stressed concrete floor slabs; Design of pre-stressed concrete one-way slabs; Design of pre-stressed concrete two-way slabs; Design of pre-stressed concrete simple flat slabs; Design of pre-stressed concrete continuous flat slab floors; Analysis and design of pres-stressed concrete grid floors

10

5. Pre-stressed concrete shells: Advantages of pre-stressing long span shell structures; Methods of pre-stressing shell structures; Design of pre-stressed concrete shell structures

7

TEXT BOOKS: TB 1: "Pre-stressed concrete ", N.KrishnaRaju, Tata-McGraw-Hill, 2006, 4th

TB 2: "Prestressed Concrete Design ", M. K. Hurst, CRC Press, 1998, 2nd

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Reinforced and Prestressed Concrete ", F.K. Kong and R.H. Evans, CRC Press, 1987, 3rd

Ref 4: "Pre-stressed concrete ", N. Rajagopalan, Narosa Publishing House, 2005, 2nd

Ref 5: "Pre-stressed concrete ", T.Y.Lin&N.H.Burns, John Wiley & Sons, 1981, 3rd

Page 34: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 234

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Design of Industrial Structures COURSE ID

MSE 325 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Steel (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Design a typical gantry crane girder

CO 2: Design a portal frame with hinged and fixed bases

CO 3: Design of bunkers and silos as per Indian codes

CO 4: Analyse chimneys and design of foundations

CO 5: Design of elevated steel water tanks

CO 6: Design of a typical industrial steel structure

SYLLABUS

UNIT CONTENT Hrs

1. Steel Gantry Girders: Introduction, loads acting on gantry girder, permissible stress, types of gantry girders and crane rails, crane data, maximum moments and shears, construction detail, design procedure.

8

2. Portal Frames: Design of portal frame with hinge base, design of portal frame with fixed base - Gable Structures – Lightweight Structures

8

3. Steel Bunkers and Silos: Design of square bunker – Jansen’s and Airy’s theories – IS Code provisions – Design of side plates – Stiffeners – Hooper – Longitudinal beams Design of cylindrical silo – Side plates – Ring girder – stiffeners

8

4. Chimneys: Introduction, dimensions of steel stacks, chimney lining, breech openings and access ladder, loading and load combinations, design considerations, stability consideration, design of base plate, design of foundation bolts, design of foundation.

9

5. Water Tanks: Design of rectangular riveted steel water tank – Tee covers – Plates – Stays – Longitudinal and transverse beams –Design of staging – Base plates – Foundation and anchor bolts – Design of pressed steel water tank – Design of stays – Joints – Design of hemispherical bottom water tank – side plates – Bottom plates – joints – Ring girder –Design of staging and foundation

12

TEXT BOOKS: TB 1: "Design of Steel Structure", Punmia B. C., Jain Ashok Kr., Jain Arun Kr., 2nd Ed., LakshmiPublishers, 1998.

TB 2: "Design of Steel Structures", Ram Chandra, 12th Ed., Standard Publishers, 2009.

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Design of Steel Structures", Subramanian

Ref 4:

Ref 5:

Page 35: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 235

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Seismic Evaluation and retrofitting of structures COURSE ID

MSE 326 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Evaluate and implement basic principles of seismic retrofitting

CO 2: Design earthquake resistant structures using performance based methods

CO 3: Understand the basic methods of seismic retrofitting and vibration control

CO 4: Modelling soil and foundation for repair and retrofitting

CO 5: Evaluate and retrofit RC bridges

CO 6: performance based design of structures and seismic retrofitting

SYLLABUS

UNIT CONTENT Hrs

1. Introduction: Terminology; Basic principles of seismic evaluation and retrofitting. Qualitative Methods of Seismic Evaluation: Rapid visual screening procedure (RVSP) and simplified evaluation of buildings; Visual inspection method and non-destructive testing (NDT) method.

10

2. Quantitative Methods of Seismic Evaluation: Performance based method using nonlinear static push-over analysis (NSP) and non linear dynamic method of analysis (NDP); Estimation of seismic capacity (strength and ductility).

9

3. Local and Global Methods of Seismic Retrofitting of RC Buildings: System completion; Strengthening of existing components; RC, Steel and FRP Jacketing; Addition of new components – frames, shear walls and braced frames; Introduction to supplemental energy dissipation and base isolation.

9

4. Re-evaluation of Buildings with Retrofitting Elements: Linear and Non-linear modelling; Modelling of soil and foundations.Seismic Repair and Retrofitting of Earthquake Damaged RC Buildings:Schemes of temporary shuttering damages; Methods of repair and retrofitting.

8

5. Seismic Evaluation and Retrofitting of RC Bridges: Seismic evaluation and retrofitting techniques for reinforced concrete bridges – columns/piers, cap beams, cap beam-column joint, footing. Seismic Safety of Equipments and Accessories: Retrofitting solutions against sliding and overturning of equipments and accessories. Case Studies in Seismic Retrofitting: Case studies RC buildings, masonry buildings, bridges, water tanks and gravity dams.

9

TEXT BOOKS: TB 1: "Seismic Evaluation and retrofit of concrete building – Vol. I & II ", ATC 40., , 1996,

TB 2: "Seismic Design and Retrofit of Bridges ", M.J.N., Seible, F. and Calvi, G.M, John-Wiley & Sons. , 1996,

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Earthquake Resistant Concrete structures ", Penelis, George G., and Kappos, Andreas J., E & FN Spon., 1997,

Ref 4: "Rapid Visual Screening of Buildings for Potential Seismic Hazards ", FEMA 154/155, , 2002,

Ref 5: "Evaluating the Seismic Resistance of Existing Building ", ATC -14 project,, , 2002,

Page 36: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 236

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Maintenance and Rehabilitation of Structures COURSE ID

MSE 327 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand the various techniques for retrofitting

CO 2: Learn various distress and damages to concrete structures.

CO 3: Understand the various tests of retrofitting for masonry structure.

CO 4: Apprehend the effect of seismic retrofitting on the performance of RC frame structures.

CO 5: Identify the different methods of seismic retrofitting.

CO 6: Learn various repair techniques of damaged structures, corroded structures.

SYLLABUS

UNIT CONTENT Hrs

1. Introduction:Principles of Repair and Retrofitting, Terminology in Repair, Restoration, Strengthening and Rehabilitation, Criteria for Repair, Restoration and Retrofitting.

8

2. Damage assessment and evaluation models: Damage testing methods, Non-destructive testing methods, Seismic Hazard Evaluation, Seismic evaluation of RC building-Demand capacity method, pushover analysis and performance based approach.

10

3. Repair and retrofitting of masonry buildings: In-situ testing methods for masonry structures, Failure mode of masonry building, Member/Structural level, Repair Materials, Methods of Retrofitting of masonry buildings, Repairing Techniques.

9

4. Seismic Retrofitting of reinforced concrete buildings: Introduction, In-situ testing methods for RC, Techniques of Repair and Retrofitting in RC buildings Considerations in retrofitting of structures; Source of weakness in RC frame building-Structural damage due to discontinuous load path; Structural damage due to lack of deformation; Quality of workmanship and materials; Classification of retrofitting techniques; Retrofitting strategies for RC buildings -Structural level (global) retrofit methods; Member level (local) retrofit methods; Comparative analysis of methods of retrofitting.

9

5. Methods for Seismic Retrofitting of Structures: Conventional Strengthening Methods, Retrofit of Structures Using Innovative Materials, Base Isolation, Supplemental Energy Dissipation and Structural Control, Effects of Seismic Retrofitting on Structural Performance, Case studies in retrofitting.

9

TEXT BOOKS: TB 1: "Earthquake Resistant Design of Structures ", S. K. Duggal, Oxford University Press, 2007,

TB 2: "Dynamics of structures - theory and application to earthquake engineering ", A. K. Chopra, Pearson Education, 2007,

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Earthquake resistant design of structures ", P. Agarwal and M. Shrikhande, Prentice Hall Publications, 2006,

Ref 4: "Earthquake resistant design for engineers and architects ", D. J. Dowrick, John Wiley and Sons, 2009,

Ref 5: "Earthquake resistant concrete structures ", Andreas Kappos and G.G. Penelis, Taylor and Francis, 1997,

Page 37: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 237

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemIII-E2 COURSE TITTLE

Design of bridges COURSE ID

MSE 328 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Concrete (DE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Apply beam method, plate model, grillage method, etc. for modelling of bridge decks under loading

CO 2: Identify the various components of steel truss girder bridge and the design considerations of each component

CO 3: Design the various components of steel truss girder bridge and plate girder bridge for highway or railway traffic

CO 4: Analyse and design RC Beam & slab bridge decks

CO 5: Design of post-tensioned Prestressed concrete beam and slab bridge deck

CO 6: Select and design various types of bridge bearings for given site data

SYLLABUS

UNIT CONTENT Hrs

1. Behaviour and modeling of bridge decks: Simple beam method; Plate model; Articulated plate theory; Characterizing parameters for longitudinal bending moments in highway bridges – Multi-cell box girders; Grillage method; Discrete methods; Bridge responses – Longitudinal bending moment; Transverse bending moment; Longitudinal twisting moment and transverse bending moment; Longitudinal and transverse shear

10

2. Steel Truss Girder Bridges: Types, component part, economic proportion, design of through truss girder bridges for highway and broad gauge railway. Various bracing systems for through type truss girder bridges.Steel Plate Girder Bridges. Types of floor systems, design of deck type plate Girder bridges for highway, horizontal truss bracings and end cross frames.

10

3. RC Beam and slab bridge decks: Courbon’s method of analysis; Reaction factors for longitudinal girders; Orthotropic plate method; Local wheel load effects – Slab supported on two opposite sides; Cantilever slab; Dispersion along the span – Slab spanning in two directions; Limitations of Pigeaud’s method; Influence surfaces for moments; Analysis and design of reinforced concrete bridge deck. RC Box Girder bridge decks : Evolution of box girders; Preliminary design and analysis; Structural action; Analysis for individual structural actions; Analysis and design of simple box girder deck

10

4. Prestressed Concrete Bridges: General aspects; Advantages of prestressed concrete bridges; Pre-tensioned prestressed concrete bridge decks; Post-tensioned prestressed concrete bridge decks; Design of post-tensioned Prestressed concrete beam and slab bridge deck

9

5. Bearings: Types, function, selection and design of various types of end bearings 6

TEXT BOOKS: TB 1: "Concrete bridge practice: analysis, design and economics ", V.K. Raina, Shroff Publishers and Distributors, 2007,

TB 2: "Prestressed concrete bridges ", N. Krishna Raju, Oxford and IBH, 2006,

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Bridge engineering handbook ", Wai-Fan Chen and Lian Duan, CRC press, 2000,

Ref 4: "Essentials of bridge engineering ", D. John Victor, Oxford and IBH, 2009,

Ref 5: "Bridge superstructure ", N.Rajagopalan, Narosa Publishing House, 2006,

Page 38: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 238

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Cost Management of Engineering Projects COURSE ID

OCE 351 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Study costing systems and inventory valuation

CO 2: Decide role of members in project execution process.

CO 3: Understand costing methods of engineering projects.

CO 4: Apply quality management and constraint study for budget control.

CO 5: Study quantitative techniques for cost management.

CO 6: Apply PERT and CPM for Constructional operations.

SYLLABUS

UNIT CONTENT Hrs

1. Cost concepts in decision-making; Relevant cost, Differential cost, Incremental cost and Opportunity cost. Objectives of a Costing System; Inventory valuation; Creation of a Database for operational control; Provision of data for Decision-Making. Project: meaning, Different types, why to manage, cost overruns centres, various stages of project execution: conception to commissioning.

2. Project execution as conglomeration of technical and nontechnical activities. Detailed Engineering activities. Pre project execution main clearances and documents Project team: Role of each member. Importance Project site: Data required with significance. Project contracts. Types and contents. Project execution Project cost control. Bar charts and Network diagram. Project commissioning: mechanical and process

3. Cost Behavior and Profit Planning Marginal Costing; Distinction between Marginal Costing and Absorption Costing; Break-even Analysis, Cost-Volume-Profit Analysis. Various decision-making problems. Standard Costing and Variance Analysis. Pricing strategies: Pareto Analysis. Target costing, Life Cycle Costing.

4. Costing of service sector. Just-in-time approach, Material Requirement Planning, Enterprise Resource Planning, Total Quality Management and Theory of constraints. Activity-Based Cost Management, Bench Marking; Balanced Score Card and Value-Chain Analysis. Budgetary Control; Flexible Budgets; Performance budgets; Zero-based budgets. Measurement of Divisional profitability pricing decisions including transfer pricing.

5. Quantitative techniques for cost management, Linear Programming, PERT/CPM, Transportation problems, Assignment problems, Simulation, Learning Curve Theory.

TEXT BOOKS: TB 1: "Cost Accounting A Managerial Emphasis", Prentice Hall of India, New Delhi

TB 2: "Charles T. Horngren and George Foster", Advanced Management Accounting

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3: "Management & Cost Accounting",Robert S Kaplan Anthony A. Alkinson

Ref 4: "Principles & Practices of Cost Accounting", Ashish K. Bhattacharya,A. H. Wheeler publisher

Ref 5: "Quantitative Techniques in Management",N.D. Vohra, Tata McGraw Hill Book Co. Ltd.

Page 39: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 239

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Industrial Safety COURSE ID

OCE 352 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Safety (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Analyse the effect of release of toxic substances and apply the methods of prevention of fire and explosions

CO 2: Understand the concepts and methods for maintenance of equipment.

CO 3: Study various lubrication methods for wear and corrosion prevention.

CO 4: Perform fault tracing of industrial machinery and equipment.

CO 5: Suggest preventive maintenance operations for machine tools.

CO 6: Understand and apply industrial safety measures.

SYLLABUS

UNIT CONTENT Hrs

1. Industrial safety: Accident, causes, types, results and control, mechanical and electrical hazards, types, causes and preventive steps/procedure, describe salient points of factories act 1948 for health and safety, wash rooms, drinking water layouts, light, cleanliness, fire, guarding, pressure vessels, etc, Safety color codes. Fire prevention and firefighting, equipment and methods.

10

2. Fundamentals of maintenance engineering: Definition and aim of maintenance engineering, Primary and secondary functions and responsibility of maintenance department, Types of maintenance, Types and applications of tools used for maintenance, Maintenance cost & its relation with replacement economy, Service life of equipment.

10

3. Wear and Corrosion and their prevention: Wear- types, causes, effects, wear reduction methods, lubricants-types and applications, Lubrication methods, general sketch, working and applications, i. Screw down grease cup, ii. Pressure grease gun, iii. Splash lubrication, iv. Gravity lubrication, v. Wick feed lubrication vi. Side feed lubrication, vii. Ring lubrication, Definition, principle and factors affecting the corrosion. Types of corrosion, corrosion prevention methods.

10

4. Fault tracing: Fault tracing-concept and importance, decision tree-concept, need and applications, sequence of fault finding activities, show as decision tree, draw decision tree for problems in machine tools, hydraulic, pneumatic, automotive, thermal and electrical equipment’s like, I. Any one machine tool, ii. Pump iii. Air compressor, iv. Internal combustion engine, v. Boiler, vi. Electrical motors, Types of faults in machine tools and their general causes.

9

5. Periodic and preventive maintenance: Periodic inspection-concept and need, degreasing, cleaning and repairing schemes, overhauling of mechanical components, overhauling of electrical motor, common troubles and remedies of electric motor, repair complexities and its use, definition, need, steps and advantages of preventive maintenance. Steps/procedure for periodic and preventive maintenance of: I. Machine tools, ii. Pumps, iii. Air compressors, iv. Diesel generating (DG) sets, Program and schedule of preventive maintenance of mechanical and electrical equipment, advantages of preventive maintenance. Repair cycle concept and importance

6

TEXT BOOKS: TB 1: Maintenance Engineering Handbook, Higgins & Morrow, Da Information Services.

TB 2: Maintenance Engineering, H. P. Garg, S. Chand and Company.

TB 3: Pump-hydraulic Compressors, Audels, Mcgrew Hill Publication.

TB 4: Foundation Engineering Handbook, Winterkorn, Hans, Chapman & Hall London.

TB 5:

REFERENCES: Ref 1:

Ref 2:

Page 40: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 240

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Research Methodology and IPR COURSE ID

OCE 353 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Search, identify and select a research problem free of errors and chalk out appropriate strategies for solution

CO 2: Carry out effective literature studies, report writing, presentation of research proposal

CO 3: Understand and take notice of the intellectual property rights

CO 4: Assess the implications and scope of patent rights in licensing, transfer of technology, databases, etc.

CO 5: Understand the process of administering IPR in the domains of biotechnology and software fields

CO 6: Use the principles of IPR to take legal help from researchers and contribute to society in collaborative manner

SYLLABUS

UNIT CONTENT Hrs

1. Meaning of research problem, Sources of research problem, Criteria Characteristics of a good research problem, Errors in selecting a research problem, Scope and objectives of research problem. Approaches of investigation of solutions for research problem, data collection, analysis, interpretation, Necessary instrumentations.

10

2. Effective literature studies approaches, analysis Plagiarism, Research ethics, Effective technical writing, how to write report, Paper Developing a Research Proposal, Format of research proposal, a presentation and assessment by a review committee

10

3. Nature of Intellectual Property: Patents, Designs, Trade and Copyright. Process of Patenting and Development: technological research, innovation, patenting, development. International Scenario: International cooperation on Intellectual Property. Procedure for grants of patents, Patenting under PCT.

10

4. Patent Rights: Scope of Patent Rights. Licensing and transfer of technology. Patent information and databases. Geographical Indications.

9

5. New Developments in IPR: Administration of Patent System. New developments in IPR; IPR of Biological Systems, Computer Software etc. Traditional knowledge Case Studies, IPR and IITs.

6

TEXT BOOKS: TB 1: “Research methodology: an introduction for science & engineering students’”, Stuart Melville and Wayne Goddard,

TB 2: “Research Methodology: An Introduction”, Ranjit Kumar, Wayne Goddard and Stuart Melville, 2nd Edition,

TB 3: “Research Methodology: A Step by Step Guide for beginners” ,Halbert, “Resisting Intellectual Property”, Taylor & Francis Ltd ,2007.

TB 4: “Industrial Design”, Mayall, McGraw Hill, 1992.

TB 5: “Product Design”, Niebel,McGraw Hill, 1974.

REFERENCES: Ref 1: “Introduction to Design”, Asimov, Prentice Hall, 1962.

Ref 2: “ Intellectual Property in New Technological Age”, Robert P. Merges, Peter S. Menell, Mark A. Lemley,2016.

Ref 3: “Intellectual Property Rights Under WTO”, T. Ramappa, S. Chand, 2008

Ref 4:

Ref 5:

Page 41: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 241

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Waste to Energy COURSE ID

OCE 354 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Environmental (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand technologies for generation of energy from solid waste.

CO 2: Compare methods of solid waste disposal.

CO 3: Identify sources of energy from bio-chemical conversion.

CO 4: Study the construction and operation of biomass combustors

CO 5: Study various biomass energy generation methods.

CO 6: Apply and impart engineering skills in effective utilization of waste.

SYLLABUS

UNIT CONTENT Hrs

1. Introduction to Energy from Waste: Classification of waste as fuel – Agro based, Forest residue, Industrial waste - MSW – Conversion devices – Incinerators, gasifiers, digestors

10

2. Biomass Pyrolysis: Pyrolysis – Types, slow fast – Manufacture of charcoal – Methods - Yields and application – Manufacture of pyrolytic oils and gases, yields and applications

10

3. Biomass Gasification: Gasifiers – Fixed bed system – Downdraft and updraft gasifiers – Fluidized bed gasifiers – Design, construction and operation – Gasifier burner arrangement for thermal heating – Gasifier engine arrangement and electrical power – Equilibrium and kinetic consideration in gasifier operation.

10

4. Biomass Combustion: Biomass stoves – Improved chullahs, types, some exotic designs, Fixed bed combustors, Types, inclined grate combustors, Fluidized bed combustors, Design, construction and operation - Operation of all the above biomass combustors

9

5. Biogas: Properties of biogas (Calorific value and composition) - Biogas plant technology and status - Bio energy system - Design and constructional features - Biomass resources and their classification - Biomass conversion processes - Thermo chemical conversion - Direct combustion - biomass gasification - pyrolysis and liquefaction - biochemical conversion - anaerobic digestion - Types of biogas Plants – Applications - Alcohol production from biomass - Bio diesel production - Urban waste to energy conversion - Biomass energy programme in India

6

TEXT BOOKS: TB 1: "Non Conventional Energy", Desai, Ashok V., Wiley Eastern Ltd., 1990.

TB 2: "Biogas Technology - A Practical Hand Book" - Khandelwal, K. C. and Mahdi, S. S., Vol. I & II, Tata McGraw Hill Publishing Co. Ltd., 1983.

TB 3: "Food, Feed and Fuel from Biomass", Challal, D. S., IBH Publishing Co. Pvt. Ltd., 1991.

TB 4: "Biomass Conversion and Technology", C. Y. WereKo-Brobby and E. B. Hagan, John Wiley & Sons, 1996.

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 42: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 242

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Seismic Hazard Mitigation and Management COURSE ID

OCE 355 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

EQ Engg (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: understand and process the integral seismic data

CO 2: Predict and classify the Earthquake damages and grading them

CO 3: Apply various empirical and analytical methods in estimating seismic vulnerability and risk

CO 4: Suggest and plan mitigation plans for earthquake hazards

CO 5: Understand the sensitivity of post disaster condition

CO 6: Assess prevailing remedial measures in handling a seismic event

SYLLABUS

UNIT CONTENT Hrs

1. Introduction to Seismic Hazard: Definitions, uncertainties in hazard, vulnerability and risk, seismic hazard estimation and mapping, effect of local site conditions, processing and integration of data (such as tectonics, geology, remote sensing, various geophysical anomalies, soil characteristics, economic development).

8

2. Earthquake Damages: Grades of damages, direct and indirect damages, damage to structures, structure types, quantitative analysis, lessons learnt from past earthquakes.

7

3. Seismic Vulnerability and Risk: Seismic vulnerability assessment – various methodologies, building typology survey, empirical and analytical methods, estimation of life loss, direct and indirect economic losses, shelter needs.

8

4. Disaster Mitigation: Do’s and don’t about disaster, warning and evacuation, damage survey for designing aid package and detailed survey for reconstruction, repair and retrofitting, post disaster surveys, survey proformas; Long term measures- disaster resistant construction, codal practices,retrofitting cost-benefit analysis.

10

5. Post Disaster Issues: Post disaster reconstruction and recovery for sustainable development, issues and policies. Disaster Management Act : Disaster management policy; Techno legal aspect, techno-legal and techno-financial work; Model town and country planning legislation, land use zoning regulations, development control regulations and building bye-laws; Registration, qualification and duties of professionals, disaster response policy.

12

TEXT BOOKS: TB 1: "Earthquake Protection ", Andrew, C. and Spence, R., Swartz,ChengshengOuyang, John-Wiley & Sons, 2002,

TB 2: "Disaster Management: A Disaster Manager’s Handbook ", Carter, W.N.,, Manila, ADB, 2006,

TB 3: "Understanding Earthquake Disaster ", Sinvhal, A, Mc. Graw Hill, 2011,

TB 4: "Geotechnical/Geophysical Investigations for Seismic Microzonation Studies of Urban Centres ", -, NDMA, New Delhi., 2011,

TB 5: "in India-Technical Report ", , , ,

REFERENCES: Ref 1: "Seismic Microzonation Handbook ", NAth, S. K, MoES, Govt. of India, 2011,

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 43: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 243

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Rehabilitation reconstruction and Recovery COURSE ID

OCE 356 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Environmental (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Assess damage and develop means of reconstruction and rehabilitation

CO 2: Create mitigation measures of disaster recovery

CO 3: Understand the psychological effects of disasters

CO 4: Monitor and evaluate rehabilitation and recovery

CO 5: Assess effects of disasters and plan remedies

CO 6: Coordinate between state/national damage relief authorities and victims

SYLLABUS

UNIT CONTENT Hrs

1. · Reconstruction and Rehabilitation as Means of Development · Damage Assessment · Role of various Agencies in Disaster Management and Development · Information Management Structure · Development of Physical and Economic Infrastructure

12

2. · Creation of Long-term Job Opportunities and Livelihood Options· Funding Arrangements for Reconstruction· Nature of Damage to Houses and Infrastructure due to Disasters· Disaster Resistant House Construction· Role of Housing/ Building Authorities

12

3. · Education and Awareness· The Philosophy of Coping with Disasters· Dealing with Victims’ Psychology· Role of Information Dissemination· Participative Rehabilitation Process: Some Case Studies

11

4. · Role of Various Agencies in Recovery Measures· Monitoring and Evaluation of Rehabilitation Work · Constraints in Monitoring and Evaluation· Long-term Recovery· Long-term Counter Disaster Planning

10

5.

TEXT BOOKS: TB 1: "Natural Hazards ", Bryant Edwards , Cambridge University Press, U.K., 2005,

TB 2: "Regions at Risk: Comparisons of Threatened Environments ", Kasperson, J.X., R.E. Kasperson, and B.L. Turner , United Nations UniversityPress, Tokyo, 1995,

TB 3: "Disaster Management in the Hills ", Singh Satendra , Concept Publishing Company, New Delhi, 2003,

TB 4: "www.nidmindia.nic.in ", , , ,

TB 5: "http://www.cambridge.org. ", , , ,

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 44: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 244

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Disaster Response and Disaster Management COURSE ID

OCE 357 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Environmental (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Plan and prepare for participation and activation in emergency

CO 2: Examine the role of government and relief forces

CO 3: understand the psychological aspects and response management of hazards

CO 4: Sort out relief measures with minimum standards

CO 5: Examine the medical and health response to disasters

CO 6: Prepare well planned response and management plan for a disaster

SYLLABUS

UNIT CONTENT Hrs

1. Response Essential Components· Disaster Response Plan· Communication, Participation and Activation of Emergency Preparedness Plans· Search, Rescue, Evacuation and other logistic management· Needs and Damage Assessment; Types and Technique

12

2. Stakeholders Co-ordination in Disaster Response· Disaster Response: Central, State, District and Local Administration.· Armed Forces in Disaster Response: Role and Responsibility· Disaster Response: Police and Other organisations· Role of Multiple stakeholders in Disaster Response

10

3. Human Behaviour and Response Management· Psychological Response and Psychological Rehabilitation· Trauma and Stress Management· Rumour and Panic Management· Medical and Health Response to Different Disasters· Role of Information and Communication Technology in Response management.

11

4. Relief Measures· Minimum Standard of Relief· Relief Management- essential components· Funding Relief- short term and long term· Disaster Site Management· Recovery.

12

5.

TEXT BOOKS: TB 1: "Natural Hazards: Local, National, &Global ", White, G.F,, Oxford University Press, NewYork., 1974,

TB 2: "Disaster Management through Panchayati Raj ", Taori, K, Concept Publishing Company, 2005,

TB 3: "www.nidmindia.nic.in ", , , ,

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 45: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 245

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-O1 COURSE TITTLE

Risk Assessment and vulnerability analysis COURSE ID

OCE 358 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Adv Tools (OE)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand the relation between hazard risk and vulnerability

CO 2: Understanding Vulnerability identification, Observation and perceptions

CO 3: Understand the socio-economic factors of vulnerability

CO 4: Devise disaster management plan and vulnerability reduction

CO 5: Assess vulnerability to disasters at local and global standards

CO 6: Predict the vulnerability and risk associated with hazards

SYLLABUS

UNIT CONTENT Hrs

1. · Hazard, Risk and Vulnerability: Concept and Relationship· Understanding Risk: Concepts and Elements· Disaster Risk Reduction· Risk Analysis Techniques· People Participation in Risk Assessment

12

2. · Vulnerability: Concept and Parameters· Vulnerability Analysis· Observation and Perception of Vulnerability· Vulnerability Identification

12

3. · Socio-Economic Factors of Vulnerability· Vulnerability of Shanty Town· Experience of Vulnerability in India· Strategies for Survival

11

4. · Role of Developmental Planning for disaster Management· Resource Analyses and Mobilisation· Population Growth, Infrastructure and Vulnerability Reduction· Social Infrastructure For Vulnerability Reduction

10

5.

TEXT BOOKS: TB 1: "Natural Hazards Assessment of Research on ", White, Gilbert.F, and J. Eugene Hass,, The MIT Press, MA., 1975,

TB 2: " “Linking People Information and Technology, ", http://www.csc.noaa.gov/rvat/criticalEdd.html, NOAA Coastal Services Center,, 2005,

TB 3: "www.nidmindia.nic.in ", , , ,

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 46: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 246

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

English for Research Paper Writing COURSE ID

ACE 011 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Communication (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand that how to improve your writing skills and level of readability

CO 2: Learn about what to write in each section

CO 3: Understand the skills needed when writing a Title

CO 4: Ensure the good quality of paper at very first-time submission

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Planning and Preparation, Word Order, Breaking up long sentences, Structuring Paragraphs and Sentences, Being Concise and Removing Redundancy, Avoiding Ambiguity and Vagueness

4

2. Clarifying Who Did What, Highlighting Your Findings, Hedging and Criticising, Paraphrasing and Plagiarism, Sections of a Paper, Abstracts. Introduction Review of the Literature, Methods, Results, Discussion, Conclusions, The Final Check

6

3. key skills are needed when writing a Title, key skills are needed when writing an Abstract, key skills are needed when writing an Introduction, skills needed when writing a Review of the Literature,

6

4. skills are needed when writing the Methods, skills needed when writing the Results, skills are needed when writing the Discussion, skills are needed when writing the Conclusions

4

5. useful phrases, how to ensure paper is as good as it could possibly be the first- time submission 4

TEXT BOOKS: TB 1: "Writing for Science", Goldbort R (2006) Yale University Press (available on Google Books)

TB 2: "How to Write and Publish a Scientific Paper", Cambridge University Press,Day R (2006)

TB 3: "Handbook of Writing for the Mathematical Sciences, SIAM. Highman’sbook" ,Highman N (1998),.

TB 4: "English for Writing Research Papers", Adrian Wallwork , Springer New York Dordrecht Heidelberg London, 2011

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 47: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 247

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Disaster Management COURSE ID

ACE 012 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Environmental (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Distinguish between manmade and natural disasters

CO 2: Judge economic damages of natural and manmade disasters

CO 3: Determine the natural disaster prone areas in India

CO 4: Devise methods of disaster preparedness and management

CO 5: Assess disaster risk and mitigation strategies at local and global standards

CO 6: Review the possible disaster effects and effective mitigation

SYLLABUS

UNIT CONTENT Hrs

1. Disaster: Definition, Factors And Significance; Difference Between Hazard And Disaster; Natural And Manmade Disasters: Difference, Nature, Types And Magnitude.

4

2. Repercussions Of Disasters And Hazards: Economic Damage, Loss Of Human And Animal Life, Destruction Of Ecosystem. Natural Disasters: Earthquakes, Volcanisms, Cyclones, Tsunamis, Floods, Droughts And Famines, Landslides And Avalanches, Man-made disaster: Nuclear Reactor Meltdown, Industrial Accidents, Oil Slicks And Spills, Outbreaks Of Disease And Epidemics, War And Conflicts.

4

3. Disaster Prone Areas In India Study Of Seismic Zones; Areas Prone To Floods And Droughts, Landslides And Avalanches; Areas Prone To Cyclonic And Coastal Hazards With Special Reference To Tsunami; Post-Disaster Diseases And Epidemics

4

4. Disaster Preparedness And Management Preparedness: Monitoring Of Phenomena Triggering A Disaster Or Hazard; Evaluation Of Risk: Application Of Remote Sensing, Data From Meteorological And Other Agencies, Media Reports: Governmental And Community Preparedness.

4

5. Risk Assessment Disaster Risk: Concept And Elements, Disaster Risk Reduction, Global And National Disaster Risk Situation. Techniques Of Risk Assessment, Global Co-Operation In Risk Assessment And Warning, People’s Participation In Risk Assessment. Strategies for Survival. Disaster Mitigation: Meaning, Concept And Strategies Of Disaster Mitigation, Emerging Trends In Mitigation. Structural Mitigation And Non-Structural Mitigation, Programs Of Disaster Mitigation In India.

8

TEXT BOOKS: TB 1: “Disaster Management in India: Perspectives, issues and strategies “’, R. Nishith, Singh AK, New Royal book Company.

TB 2: ” Disaster Mitigation Experiences And Reflections”, Sahni, PardeepEt.Al. (Eds.), Prentice Hall Of India, New Delhi.

TB 3: "Disaster Administration And Management Text And Case Studies” , Goel S. L. ,Deep &Deep Publication Pvt. Ltd., New Delhi.

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 48: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 248

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Sanskrit for Technical Knowledge COURSE ID

ACE 013 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Communication (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Appreciate the illustrations scientific aspects of Sanskrit grammar

CO 2: Analyse Sanskrit sentences using the parts of speech tables like sabda manjari and dhatu manjari

CO 3: Realise, identify and discover technical terms & concepts in Sanskrit literature

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. · Alphabets in Sanskrit, · Past/Present/Future Tense, · Simple Sentences 8

2. · Order · Introduction of roots · Technical information about Sanskrit Literature 8

3. · Technical concepts of Engineering-Electrical, Mechanical, Architecture, Mathematics 8

4.

5.

TEXT BOOKS: TB 1: “Abhyaspustakam” – Dr.Vishwas, Samskrita-Bharti Publication, New Delhi

TB 2: “Teach Yourself Sanskrit” Prathama Deeksha-VempatiKutumbshastri, Rashtriya Sanskrit Sansthanam, New Delhi Publication

TB 3: “India’s Glorious Scientific Tradition” Suresh Soni, Ocean books (P) Ltd., New Delhi.

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 49: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 249

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Value Addition COURSE ID

ACE 014 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Ethics (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1:

CO 2:

CO 3:

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Values and self-development –Social values and individual attitudes. Work ethics, Indian vision of humanism. · Moral and non- moral valuation. Standards and principles. · Value judgements

6

2. · Importance of cultivation of values. · Sense of duty. Devotion, Self-reliance. Confidence, Concentration. Truthfulness, Cleanliness. · Honesty, Humanity. Power of faith, National Unity. · Patriotism.Love for nature ,Discipline

6

3. · Personality and Behavior Development - Soul and Scientific attitude. Positive Thinking. Integrity and discipline. · Punctuality, Love and Kindness. · Avoid fault Thinking. · Free from anger, Dignity of labour. Universal brotherhood and religious tolerance. · True friendship. · Happiness Vs suffering, love for truth. · Aware of self-destructive habits. · Association and Cooperation. · Doing best for saving nature

6

4. Character and Competence –Holy books vs Blind faith. · Self-management and Good health. · Science of reincarnation. · Equality, Nonviolence ,Humility, Role of Women. · All religions and same message. · Mind your Mind, Self-control. · Honesty, Studying effectively

6

5.

TEXT BOOKS: TB 1: “Values and Ethics for organizations Theory and practice”, Chakroborty, S.K. Oxford University Press, New Delhi

TB 2:

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 50: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 250

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Constitution of India COURSE ID

ACE 015 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Ethics (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand the spirit of Indian constitution and its value system

CO 2: Recognise the rights and duties of a citizen of India

CO 3: Understand the mandate and scope of each constitutional position and the hierarchy

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. History of Making of the Indian Constitution: History Drafting Committee, ( Composition & Working). Philosophy of the Indian Constitution: Preamble Salient Features

4

2. Contours of Constitutional Rights & Duties: · Fundamental Rights · Right to Equality · Right to Freedom · Right against Exploitation · Right to Freedom of Religion · Cultural and Educational Rights · Right to Constitutional Remedies · Directive Principles of State Policy · Fundamental Duties.

4

3. Organs of Governance: · Parliament · Composition · Qualifications and Disqualifications · Powers and Functions · Executive · President · Governor · Council of Ministers · Judiciary, Appointment and Transfer of Judges, Qualifications · Powers and Functions

4

4. Local Administration: · District’s Administration head: Role and Importance, · Municipalities: Introduction, Mayor and role of Elected Representative, CEO of Municipal Corporation. · Pachayati raj: Introduction, PRI: ZilaPachayat. · Elected officials and their roles, CEO ZilaPachayat: Position and role. · Block level: Organizational Hierarchy (Different departments), · Village level: Role of Elected and Appointed officials, · Importance of grass root democracy

6

5. ·Election Commission: · Election Commission: Role and Functioning. · Chief Election Commissioner and Election Commissioners. · State Election Commission: Role and Functioning. · Institute and Bodies for the welfare of SC/ST/OBC and women.

6

TEXT BOOKS: TB 1: "The Constitution of India", Government Publication, 1950 (Bare Act).

TB 2: "Dr. B. R. Ambedkar framing of Indian Constitution", Dr. S. N. Busi, 1st Edition, 2015.

TB 3: "Indian Constitution Law", M. P. Jain, 7th Edn., Lexis Nexis, 2014.

TB 4: "Introduction to the Constitution of India", D.D. Basu, Lexis Nexis, 2015

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 51: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 251

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Pedagogy Studies COURSE ID

ACE 016 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Ethics (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand the conceptual framework and the rationale behind the theories of learning

CO 2: Apply pedagogical practices for formal and informal classrooms

CO 3: Adopt appropriate assessment method for ensuring quality of teaching/ learning

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. · Introduction and Methodology: · Aims and rationale, Policy background, Conceptual framework and terminology · Theories of learning, Curriculum, Teacher education. · Conceptual framework, Research questions. · Overview of methodology and Searching.

4

2. Thematic overview: Pedagogical practices are being used by teachers in formal and informal classrooms in developing countries. · Curriculum, Teacher education.

4

3. Evidence on the effectiveness of pedagogical practices · Methodology for the in depth stage: quality assessment of included studies. • How can teacher education (curriculum and practicum) and the school curriculum and guidance materials best support effective pedagogy? · Theory of change. · Strength and nature of the body of evidence for effective pedagogical practices. · Pedagogic theory and pedagogical approaches. · Teachers’ attitudes and beliefs and Pedagogic strategies.

4

4. Professional development: alignment with classroom practices and followup support · Peer support · Support from the head teacher and the community. · Curriculum and assessment · Barriers to learning: limited resources and large class sizes

6

5. Research gaps and future directions · Research design · Contexts · Pedagogy · Teacher education · Curriculum and assessment · Dissemination and research impact.

6

TEXT BOOKS: TB 1: "Classroom interaction in Kenyan primary schools", Ackers J, Hardman F (2001) Compare, 31 (2): 245-261.

TB 2: "Curricular reform in schools: The importance of evaluation, Journal of Curriculum Studies", Agrawal M (2004) 36 (3): 361-379.

TB 3: "Teacher training in Ghana - does it count? Multi-site teacher education research project (MUSTER) country report 1",Akyeampong K (2003) . London: DFID.

TB 4: "Improving teaching and learning of basic maths and reading in Africa: Does teacher preparation count? International Journal Educational Development", Akyeampong K, Lussier K, Pryor J, Westbrook J (2013)33 (3): 272–282.

TB 5: "Culture and pedagogy: International comparisons in primary education", Alexander RJ (2001). Oxford and Boston: Blackwell.

REFERENCES: Ref 1: "Read India: A mass scale, rapid, ‘learning to read’ campaign". Chavan M (2003)

Ref 2: www.pratham.org/images/resource%20working%20paper%202.pdf.

Ref 3:

Ref 4:

Ref 5:

Page 52: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 252

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Stress Management by Yoga COURSE ID

ACE 017 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Ethics (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Recognise the various angas of Astanga Yoga

CO 2: Distinguish between favourable and unfavourable things for astanga yoga

CO 3: Select the appropriate asana for addressing the required need of the body

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. · Definitions of Eight parts of yog. ( Ashtanga ) 8

2. · Yam and Niyam. Do`s and Don’t’s in life. i) Ahinsa, satya, astheya, bramhacharya and aparigraha ii) Shaucha, santosh, tapa, swadhyay, ishwarpranidhan

8

3. · Asan and Pranayam i) Various yog poses and their benefits for mind & body ii)Regularization of breathing techniques and its effects-Types of pranayam

8

4.

5.

TEXT BOOKS: TB 1: ‘Yogic Asanas for Group Tarining-Part-I” :Janardan Swami Yogabhyasi Mandal, Nagpur

TB 2: “Rajayoga or conquering the Internal Nature” by Swami Vivekananda, AdvaitaAshrama (Publication Department), Kolkata

TB 3:

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5:

Page 53: SEMESTER: Sem I TITTLE Theory of Elasticity and Plasticity

CIVIL ENGINEERING DEPARTMENT 253

PROGRAM: MASTER Of TECHNOLOGY in STRUCTURAL ENGINEERING

SEMESTER: SemII-A1 COURSE TITTLE

Life Enlightenment Skills COURSE ID

ACE 018 COURSE COMPONENT CREDITS

CONTACT HOURS L P T

Ethics (AC)

EXAMINATION DURATION

THEORY PRACTICAL CWA MSE ESE Total

COURSE OUTCOMES: CO 1: Understand true virtues and derive inspiration to develop wisdom, virtue, heroism and good habits

CO 2: Apply the knowledge of bhagavad Gita to do the day to day work with right motivation and attitude

CO 3: Identify the real knowledge and the means of achieving the same

CO 4:

CO 5:

CO 6:

SYLLABUS

UNIT CONTENT Hrs

1. Neetisatakam-Holistic development of personality· Verses- 19,20,21,22 (wisdom)· Verses- 29,31,32 (pride & heroism)· Verses- 26,28,63,65 (virtue)· Verses- 52,53,59 (dont’s)· Verses- 71,73,75,78 (do’s)

8

2. · Approach to day to day work and duties.· Shrimad BhagwadGeeta: Chapter 2-Verses 41, 47,48,· Chapter 3-Verses 13, 21, 27, 35,• Chapter 6-Verses 5,13,17, 23, 35,· Chapter 18-Verses 45, 46, 48.UNIT-III

8

3. · Statements of basic knowledge.· Shrimad BhagwadGeeta: Chapter2-Verses 56, 62, 68· Chapter 12 -Verses 13, 14, 15, 16,17, 18· Personality of Role model. Shrimad BhagwadGeeta: Chapter2-Verses 17, Chapter 3-Verses 36,37,42,· Chapter 4-Verses 18, 38,39· Chapter18 – Verses 37,38,63

8

4.

5.

TEXT BOOKS: TB 1: 1. “Bhagavad Gita- As it is” by A. C. BhaktiVadantia Swami Prabhupada, BhaktiVedanta Book Trust, Mumbai

TB 2: 2. “Srimad Bhagavad Gita” by Swami Swarupananda Advaita Ashram (Publication Department), Kolkata

TB 3: 3. Bhartrihari’s Three Satakam (Niti-sringar-vairagya) by P.Gopinath, Rashtriya Sanskrit Sansthanam, New Delhi.

TB 4:

TB 5:

REFERENCES: Ref 1:

Ref 2:

Ref 3:

Ref 4:

Ref 5: