MIT SCHOOL OF ENGINEERING, PUNE · mit art, design and technology university, pune mit school of...

MIT ART, DESIGN AND TECHNOLOGY UNIVERSITY, PUNE

MIT SCHOOL OF ENGINEERING, PUNE

STRUCTURE AND SYLLABUS

FOR

Structural Engineering-MSE

UNDER FACULTY OF TECHNOLOGY

(w.e.f. 2017-2018)

Department of Civil Engineering

MIT SCHOOL OF ENGINEERING, PUNE Department of Civil Engineering

M. Tech. (Structural Engineering) (2017 Regulations)

(Minimum Credits to be earned: 74)

SEMESTER-I

Course Code Course Name Hours/week Maximum Marks

Lecture

Tutorial Practical Credits CA FE Total

17MTSE101 Advanced Mathematics/

3 1 0 4 40 60 100 Numerical Techniques

17MTSE102

Advanced Structural Mechanics

3 1 0 4 40 60 100

17MTSE103 Theory of Elasticity 3 0 0 3 40 60 100

17MTSE_____ Elective-I 3 0 0 3 40 60 100

17MTSE_____ Elective-II 3 0 0 3 40 60 100

17MTSE111 Structural Software

0 0 4 2 40 60** 100 Laboratory /Computational

17MTSE120 Technical Seminar-I 0 0 4 2 100 -- 100

Total 15 2 8 21 340 360 700

SEMESTER-II

Course Course Name

Hours/week Maximum Marks

Code

Lecture

Tutorial Practical Credits CA FE Total

17MTSE201 Finite Element Method 3 1 0 4 40 60 100

17MTSE202 Theory of Plates 3 0 0 3 40 60 100

17MTSE203 Dynamics of Structures 3 0 0 3 40 60 100

17MTSE____ Elective-III (Bridge Engineering) 3 0 0 3 40 60 100

17MTSE____ Elective-IV (Industrial Structures) 3 0 0 3 40 60 100

17MTSE211 Structural Dynamics Lab 0 0 4 2 40 60** 100

17MTSE220 Mini Project 0 0 4 2 100 -- 100

Total 15 1 8 20 340 360 700

CA = Continuous Assessment, FE= Final Examination,

**Final Lab exam will be conducted with viva-voce of the respective practical (50 exam +10 viva = 60)

Coding for course/ subject: 17ME101, Where; 17 = Year of BOS, ME = Branch Code, 1= Semester No.,

01 to N = Sequence No of Subject. For, SE to BE& also PG follow the above scheme of regulation.


SEMESTER-III

Course Course Name


Code

Lecture

Tutorial Practical

Credits

CA

FE

Total

17MTS301

Performance based 3

1

0 4

40

60

100

Earthquake Engineering

17MTSE302

Structural Optimization 3

1

0 4

40

60

100

17MTSE___ Elective-V 3 1 0 4 40 60 100

17MTSE___ Elective-VI 3 1 0 4 40 60 100

17MTSE320 Technical Seminar-II 0 0 4 2 40 60** 100

17MTSE321 Project Phase-I 0 0 4 2 40 60** 100

Total 12 4 8 20 240 600

SEMESTER-IV

Course Course Name


Code

Lecture

Tutorial Practical

Credits

CA

FE

Total

17MTSE420 Project Phase-II 0 0 28 14 100 200 300

Total 0 0 28 14 100 200 300

CA = Continuous Assessment, FE= Final Examination,

**Final Lab exam will be conducted with viva-voce of the respective practical (50 exam +10 viva = 60) Coding for course/ subject: 17ME101, Where; 17 = Year of BOS, ME = Branch Code, 1= Semester No., 01 to N = Sequence No of Subject. For, SE to BE& also PG follow the above scheme of regulation.

LIST OF ELECTIVES

Elective Code Course Name

Elective-I 17MTSE131 Special Concrete

17MTSE132 Advanced RCC Design

17MTSE133 Pre-Stressed Concrete

Elective-II 17MTSE134 Behaviour of tall buildings

17MTSE135 Structural Audit and Health Monitoring

17MTSE136 Theory of plasticity

Elective-III 17MTSE231 Bridge Engineering

17MTSE232 Design of precast and composite structure

17MTSE233 Stability analysis of structures

Elective-IV 17MTSE234 Industrial structures

17MTSE235 Offshore Structure

17MTSE236 Foundation and Earth Structure

Elective-V 17MTSE331 Advanced Steel Structure Design

17MTSE332 Numerical Methods

17MTSE333 Advanced Construction Equipment

Elective-VI 17MTSE334 Design of Hydraulic Structures

17MTSE335 Experimental Stress Analysis

17MTSE336 Soil Structure Interaction


17MTSE101

Advanced Mathematics/ Numerical Techniques

3 1 0 4

CA : 40 Marks

FE : 60 Marks

L T P C

I Non-linear equations

(9) Introduction, roots of non-linear equations and roots of polynomial of nth degree, Local and global optima, unimodal

function, convex and concave functions, Bisection method, Regula Falsi method, Newton Raphson method, Secant

method and convergence study, method of successive approximation, modified Newton-Raphson method.

Applications and modelling by Numerical methods.

II Solution of linear systems (9) Solution of linear algebraic equations, review of matrix algebra, Gauss Elimination method, Jacobi‟s method, Gauss Seidel

iterative method, LU decomposition method, Cholesky‟s method. Applications and modelling of linear systems.

III Linear Programming (9) Formulation of Linear optimization models for Civil engineering applications, Duality, Graphical method, Simplex method, Dual simplex method, Big M Method, Two phase method, integer programming. Applications and modelling by LPP.

IV Transportation Techniques (9) Transportation Model and its variants, IBFS methods- North West corner method, Least Cost method, VAM, MODI method, Assignment Model, Hungarian method, variants of assignment model, Applications and modelling by TT.

V Laplace & Fourier Transforms (9) Laplace Transform-its properties, Unit step function, Dirac delta functions, Convolution Theorem, periodic functions, solving differential equations using Laplace transform. Fourier Transform: Definition & Problems, Inverse Fourier Transform, Fourier integral representation, Applications and modelling by LT and FT. TEXT BOOKS

1. Erwin Kreyszig, “Advanced Engineering Mathematics”, Wiley Eastern Ltd, 10th edition . 2. Maurice D. Weir, Joel Hass, Frank R. Giordano, “Thomas‟ Calculus”, Pearson Education, 12th edition, . REFERENCES:

1.Chapra S.C. and Canale R.P., “Numerical Methods for Engineers”, Tata McGraw Hill 2. H.A.Taha, “Operations Research”, Pearson Education 3.B. S. Grewal, “Higher Engineering Mathematics”, Khanna Publication. 4.C.R. Wylie, “Advanced Engineering Mathematics”, McGraw Hill Publications, New Delhi 5.Lokenath Debnath, D. Bhatta, “Integral Transforms and their Applications”, CRC Press Taylor and Francis Group, New York 6.Carnahan B., Luther H.A. and Wilkes J.O., ”Applied Numerical Methods”, John Willey 7.P. Gupta, D.S. Hira, “Operations Research”, S. Chand Publications. 8.C.R. Wylie, “Advanced Engineering Mathematics”, McGraw Hill Publications, New Delhi,

17MSTE102: Advanced Mechanics of Solid

3 1 0 3

CA : 40 Marks FE : 60 Marks

L T P C

I Analysis of Stresses and Strains

( 8 hours) Concept of stress at a point, Introduction to stress tensor components, Equilibrium equations, Stress transformation, Principal stresses, Boundary conditions, stress on inclined plane, derivation of stress equilibrium equations,, stress invariants. The state of strain at a point, strain displacement relations, strain compatibility condition and stress compatibility conditions, Relations between Elastic Constants, Problems on Navier Lame‟s Equilibrium Equations. II Generalized Hooke’s law ( 8 hours)

Generalized Hooke‟s law, Strain-energy, St. Venant's principle, Cartesian coordinate system, Airy‟s stress function, bending of beams. 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,

III Axisymmetric Problems ( 8 hours) stresses in thick cylinders subjected to internal and external uniformly distributed

pressures-Lame‟s Problem. Beams Curved in Plan Analysis of Beams Curved in Plan such as cantilever circular arc, Semi-

circular beams fixed at two ends and subjected to central concentrated load, simply supported semi-circular beam subjected

to UDL supported on three equally spaced columns, Analysis of circular ring beam

IV Torsion theory ( 8 hours) Torsion equation for general prismatic solid bars, Warping of Non-circular sections and St. Venant‟s theory, Prandtle‟s stress function approach, Torsion of Circular, Elliptical and Triangular cross-section, Torsion of thin-walled structures by membrane analogy. V Beams on Elastic Foundation ( 8 hours) Differential equation, Infinite beams with concentrated load, concentrated moment, and finite uniformly distributed load. Semi- Infinite beams with free & hinged ends subjected to finite uniformly distributed load, hinged end. Finite beams with free end and hinged end. Text Books:

1. Timoshenko and Goodier - Theory of Elasticity, McGraw-Hill Publications 2. Wang - Applied Elasticity, Dover Publications Reference Books 1. Sadhu Singh – Theory of Elasticity, Khanna Publishers 2. S. Crandall, N. Dahl and T. Lardner - Mechanics of Solids, McGraw Hill Publications 3. L.S.Sreenath – Advanced Mechanics of Solids, Tata McGraw-Hill Publications 4. N. K. Bairagi- Advanced Solid Mechanics- Khanna Publishers, New Delhi.

MIT SCHOOL OF ENGINEERING, PUNE Departme

17MTSE103: Theory of Elasticity 3 1 0 3

CA : 40 Marks FE : 60 Marks L T P C

I Theory of Elasticity:

Introduction: Definition of stress and strain and strain at a point, components of stress and strain at appoint of Cartesian and polar co ordinates.

II Theory of Elasticity(Contd..)

Constitutive relations, equilibrium equations, compatibility equations and boundary conditions in 2-D and 3-D cases

Transformation of stress and strain at a point, Principal stresses and principal strains, invariants of stress and strain, hydrostatic and deviatric stress, spherical and deviatric strains, max. shear strain.

III Plane stress and plane strain

Airy‟s stress function approach to 2-D problems of elasticity, simple problems of bending of beams.

IV Plane stress and plane strain(contd..)

Solution of axisymmetric problems, stress concentration due to the presence of a circular hole in plates. V Elementary problems

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.


17MTSE111 Structural Software Laboratory 0 0 4 2 CA : 40 Marks FE : 60 Marks L T P C

List of Experiments:

1. Static and Dynamic analysis of Building structure using software (ETABS/ STADDPRO) (12 hours)

2. Design of RCC and Steel structure using software (ETABS/STADDPRO) (12 hours)

3. Analysis of folded plates and shell structures using software. (12 hours)

4. Preparation of EXCEL sheets for Structural Design. (12 hours) REFERENCE BOOKS: 1. STADD PRO Manual 2. ETABS Manual 3. Lab Manual

17MTSE120 Technical Seminar-I 0 0 4 2

CA : 100 Marks L T P C

1. Visit to the ongoing Structural project, preparation of report (Min.20 pages) and seminar on same

17MTSE201 Finite Element Method 3 0 0 3


I INTRODUCTION: (8 hours)

Basic Concepts, Discretization; Displacement, Force and Hybrid Models Basic concepts of elasticity – Kinematic and

Static variables for various types of structural problems – approximate method of structural analysis – Rayleigh – Ritz

method – Finite difference method – Finite element method. Variation method and minimization of Energy approach

of element formulation. Principles of finite element method – advantages & disadvantages – Finite element

procedure. Finite elements used for one, two & three dimensional problems – Element aspect ratio – mesh refinement vs. higher order elements – Numbering of nodes to minimize band width.

II NUMERICAL METHODS: (8 hours)

Concepts - Two dimensional truss element – algorithm to generate stiffness matrix – Assembly & Boundary

conditions Gaussian elimination method – band and skyline form of storage – band solver – interpolation –

Lagrangian and Hermitian – Numerical integration using Gaussian quadrature. Stationary Principles, Rayleigh Ritz

Method and Interpolation; Weighted Residual Methods and Variational Methods, Numerical Errors and Convergence

MIT SCHOOL OF ENGINEERING, PUNE Department of Civil Engineering III CONVERGENCE & COMPATIBILITY REQUIREMENTS: (6 hours)

Properties of single element - assumed displacement field - various element shapes - Pascal triangle - Melosh

criteria. Nodal displacement parameters – Convergence criterion – Compatibility requirements – Geometric

invariance – Shape function – Polynomial form of displacement function. Generalized and Natural coordinates –

Lagrangian interpolation function – shape functions for one, two & three dimensional elements.

IV ELEMENT STIFFNESS IN PLANE STRESS/STRAIN: (8 hours) Constant strain triangle - Element stiffness matrix -Various method of evaluating element stiffness - Higher order

triangular elements - comparison of different methods - rectangular element - serendipity family - Lagrangian family -

Hermitian family.

V APPLICATION TO FIELD PROBLEMS: (10 hours) Finite Element Modelling - Field problems such as seepage - torsion etc - programming organization of finite element

schemes - mesh generation aspects, adaptive mesh refinement- software packages - Introduction to meshless

methods – principles-applications. Applications in Solid Mechanics: Plane Stress/Strain: FE Formulation: CST, LST; Stiffness Matrix, Load Matrix Formation Rectangular Element Isoparametric Formulation: Plate Elements and Shell Elements, Three Dimensional Elements FE Formulation: Axisymmetric Stress Analysis, Torsion, Interface Elements, Infinite Elements.

Application in Structural Dynamics and Vibrations: Mass (Consistent and Diagonal) and Damping Matrices; Modal Analysis, Time History Analysis, Explicit Direct Integration/ Implicit Direct Integration and Mixed Methods.

TEXT BOOKS:

1. Rajasekaran S, "Finite Element Analysis in Engineering Design", S Chand & Co., 2003.

2. Zienkiewicz O C and Taylor, R L, “The Finite Element Method”, Butterworth and Heimann, Vol.1 The basis, Vol.2 Solid mechanics and Vol.3 fluid dynamics , 2000.

3. Cook R D, Malkus D S, Plesha M E and Witt R J, “Concepts and Applications of Finite

Element Analysis”, John Wiley & Sons, 2004 . 4. Heubner K H and Thornton E A, "The Finite Element Methods for Engineers", John Wiley & Sons, 1982.

REFERENCES:

1. Krishnamoorthy C S, “The Finite Element Analysis – Theory and Programming”, Tata McGraw-Hill Book Co, 1987.

2. Logan D L, “A First Course in Finite Element Method”, Thomson & Brooks/Cole, 2002. 3. Chandrapala T R and Belegundu A D, “Introduction to Finite Elements in Engineering”, Prentice Hall of India

Private Ltd., 2002. 4. Rao S S, “The Finite Element Method in Engineering”, Elsevier, 2005.

17MTSE202 Theory of Plates and Shells 3 2 0 4


I Plate Theory: (12 hours) Introduction to plate theory, assumptions, Small deflection of laterally loaded thin rectangular plates for pure

bending. Governing differential equation for deflection of plate -Boundary conditions – Kirchoff‟s theory. Navier‟s

and Levy‟s solution for various lateral loading and boundary condition

II Deflection of Rectangular plates: (12 hours) simply supported rectangular plate subjected to uniformly distributed load, sinusoidal load and Patch load - Levy's

solution for a rectangular plate with different boundary conditions and subjected to uniformly distributed load.

simply supported rectangular plate with opening subjected to uniformly distributed load, sinusoidal load.

III Deflection of Circular plates: (12 hours) Symmetrical bending of circular plates - Simply supported solid circular plate subjected to an uniformly distributed

load, an end moment and partially distributed load.

IV Shells: (12 hours) Introduction to curved surfaces and classification of shells, Membrane theory of spherical shells, cylindrical shells, hyperbolic paraboloids, elliptic paraboloid and conoids. V Deflection of Shells: (12 hours)

Axially symmetric bending of shells of revolution, Closed cylindrical shells, water tanks, spherical shells and Geckler‟s approximation. Bending theory of doubly curved shallow shells. Text Books:

1. R. Szilard, “Theory and analysis of plates - classical and numerical methods”,Prentice Hall,1994 Chatterjee.B.K. – “Theory and Design of Concrete Shell”, – Chapman & Hall, New York-third edition, 1988

References:

1. Timoshenko, S. and Woinowsky-Krieger, W., “Theory of Plates and Shells” 2nd

Edition, McGraw-Hill Co., New York, 1959

2. Ramaswamy G.S. – “Design and Constructions of Concrete Shell Roofs” – CBS Publishers and Distributors – New Delhi – 1986.

3. Ugural, A. C. “Stresses in Plates and Shells”, 2nd edition, McGraw-Hill, 1999.

17MTSE203 Dynamics of Structures 3 0 0 3


I INTRODUCTION AND PRINCIPLES OF DYNAMICS: (4 hours)

Vibration studies and their importance to structural engineering problems - elements of vibratory systems and simple

harmonic motion - vibration with and without damping - constraints - generalized mass D`Alembert's principle -

Hamilton's principle.

II DEGREES OF FREEDOM: SINGLE DEGREE OF FREEDOM SYSTEM: (10 hours) Dynamics of Single degree-of-freedom systems: Mathematical models of Single-degree-of freedom systems system,

Free vibration response of damped and undamped systems. Methods of evaluation of damping. Critical damping -

logarithmic decrement - response to support motion - response of one degree freedom system to harmonic excitation

damped or undamped - evaluation of damping resonance - band width method to evaluate damping - force

transmitted to foundation - vibration isolation. TWO DEGREE OF FREEDOM: Free and forced vibration of undamped and damped systems – Lagrange

equations coupling. MULTIDEGREE FREEDOM SYSTEM: Evaluation of structural property matrices - natural vibration - solution of the eigen value problem - iteration due to Stodola - Transfer matrix method , Rayleigh – Ritz and Dunkerley approximation - Orthogonality of natural modes.

III RESPONSE TO GENERAL DYNAMIC LOADING: (9 hours) Fourier series expression for loading-response to general dynamic loading - (blast or earthquake) - Duhamel's integral - numerical evaluation, Newmark‟s method - Wilson -θ method – recurrence formula. GENERALIZED DISTRIBUTED FLEXIBILITY: Expression for generalised system properties - vibrational analysis with Rayleigh's variational method - Rayleigh - Ritz method. IV DISTRIBUTED PARAMETER SYSTEM: (8 hours)

Differential equation of motion - analysis of undamped free vibration of simply supported and cantilever beams -

effect of axial loads - numerical evaluation of modes - frequencies and response system - vibration analysis using

finite element method for beams and frames.

Earthquake response analysis of Multi-DOF systems subjected to earthquake ground motion. Concept of modal mass and mode participation factors, etc. V ANALYSIS OF STRUCTURE SUBJECTED TO DYNAMIC LOADS: (9 hours)

Idealisation of multi-storied frames for dynamic analysis - lumped S.D.O.F system - Wind induced vibration of

Structures – Moving load, impact & blast loading.Formulation of equation of motion for two/three DOF systems.

Finding mode shapes and frequencies by solving the determinantal equation, and iterative techniques. Use of

sweeping matrices for obtaining higher modes. Proof of Convergence. Modal superposition and Response Spectrum

Methods.

TEXT BOOKS:

1. Anil K. Chopra, “Dynamics of Structures – Theory and Application to Earthquake Engineering”, Pearson Education, 2nd ed. 2004,

2. Vinod Hosur, “Earthquake Resistant Design of Building Structures”, WILEY (India), First Ed. 2013. 3. M. Mukhopadhyaya, “Vibrations-structural dynamics”, Oxford IBH, first ed. 2000.

REFERENCE BOOKS:

1. Vibrations, structural dynamics- M. Mukhopadhaya : Oxford IBH 2. Structural Dynamics- Mario Paz: CBS publishers. 3. Thomson W T, "Theory of Vibration", Prentice Hall of India, 1975.


17MTSE211 Structural Dynamics Laboratory 0 0 4 2


1. Experiments on vibration of multi storey frame models for Natural frequency and modes.

2. Determination of mode shapes using shake table

3. Vibration Characteristics of Cantilever Beam Using Piezoelectric Sensors Forced Excitation of Steel Beam

Using Portable Shaker

4. Vibration Characteristics of Cantilever Beam Using Piezoelectric Sensors

5. Modes of Vibration of Simply Supported Beam

6. Modes of Vibration of Simply Supported Plate

TEXT BOOKS: 1. Dynamics of Structures – Theory and Application to Earthquake 2. Virtual Smart Structures And Dynamics Laboratory Department Of Civil Engineering, IIT Delhi. 3. Engineering”- 2nd ed., Anil K. Chopra, Pearson Education. 4. Earthquake Resistant Design of Building Structures, Vinod Hosur,

WILEY (india)

REFERENCE BOOKS:

4. Vibrations, structural dynamics- M. Mukhopadhaya : Oxford IBH 5. Structural Dynamics- Mario Paz: CBS publishers. 6. Paz M, “Structural Dynamics - Theory and Computation", Springer, 2007.

7. Anil K Chopra, "Dynamics of Structures - Theory and Applications to Earthquake Engineering", Prentice

Hall, New Delhi, 2004.

17MSE220 Mini Project 0 0 4 2 CA: 100 Marks L T P C

1. Technical visit to Industrial Structures and submission of the report.

17MTSE301 Performance based Earthquake Engineering 3 2 0 4

CA : 40 Marks FE : 60 Marks L T P C I INTRODUCTION: (12 hours) Basic Concepts: Seismic performance of structures and structural components during earthquakes; Ground motion parameters; Response spectrum, design spectrum . Concepts of Earthquake Resistant Design: Force based vs.

displacement based design, performance based design, seismic input characteristics and their effect on seismic

design, comparative study of different national codes.

II SEISMIC ANALYSIS OF BUILDINGS: (12 hours) Equivalent static analysis, response spectrum analysis, mode superposition method; Time history analysis; Modelling concept of reinforced concrete building.

III SEISMIC DESIGN OF BUILDING COMPONENTS: (12 hours) Seismic resistant properties of reinforced concrete; Seismic behaviour and design of linear reinforced

concrete elements; Seismic behavior of planar reinforced concrete elements, codal provisions.

IV SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS: (12 hours) Materials, connections, joints and fasters; Columns, ordinary, intermediate and special moment resisting frame; Concentrically and eccentrically braced frames.

V PERFORMANCE BASED DESIGN: (12 hours) Structural and non-structural performance, quantification of performance, performance evaluation of structures,

services and equipment, Structure performance objectives, performance levels and limit states; P-Delta effects;

Torsion; Capacity design for direct displacement based design.

TEXT BOOKS: 1. Rajasekaran S, "Finite Element Analysis in Engineering Design", S Chand & Co., 2003. 2. Zienkiewicz O C and Taylor, R L, “The Finite Element Method”, Butterworth and Heimann, Vol.1 The basis,

Vol.2 Solid mechanics and Vol.3 fluid dynamics , 2000.

3. Krishnamoorthy C S, “The Finite Element Analysis – Theory and Programming”, Tata McGraw-Hill Book Co, 1987.

4. Edmund Booth and David Key, “Earthquake Design Practice for Buildings”, Tomas Telford publishing, Thomas Telford , London.

REFERENCES:

1. Cook R D, Malkus D S, Plesha M E and Witt R J, “Concepts and Applications of Finite Element Analysis”, John Wiley & Sons, 2004 .

2. Heubner K H and Thornton E A, "The Finite Element Methods for Engineers", John Wiley & Sons, 1982.

3. Seismic Evaluation and retrofit of concrete building – Vol. I & II”, Applied Technology Council, California, ATC 40.

4. Allan Willians, “Seismic Design of Building & Bridges”, Oxford University Press

17MTSE302 Structural Optimization 3 0 0 3 CA : 40 Marks FE : 60 Marks L T P C

I Introduction: (8 hours) Introduction: Historical Development, Engineering application of Optimization, classification of optimization problems.

Formulation of structural optimization problems as programming problems. Single variable optimization, multivariable

optimization with no constraints, Multivariable optimization with equality constraints - Solution by direct substitution,

Solution by the method of Constrained Variation and Solution by the Method of Lagrange Multipliers.

II Linear Programming: (7 hours) Introduction, Applications of Linear programming, standard form of linear programming, Graphical solution, solution of

a system of linear simultaneous equations, pivotal production of general systems of equations, simplex algorithms,

duality in linear programming

III Non-linear programming-I: (7 hours) Introduction, One dimensional minimization methods: Elimination methods – Unrestricted Search, Internal Halving

Method, Fibonacci method, Golden section method. Interpolation methods - Quadratic interpolation and Cubic

interpolation methods.

IV Non-linear programming-II: : (7 hours) Introduction to Unconstrained optimization techniques. Univariate method, Powell‟s Method, Indirect Search

(Descent) Methods- Steepest Descent(Cauchy) Method, FletcherReeves Method and Newton‟s Method. Constrained

Optimization techniques – Sequential linear programming, exterior and interior penalty function methods.

V Geometric and Dynamic programming: (7 hours) Solution of Uncontrained Geometric programming problems, Dynamic programming: Introduction, Multistage decision processes, Concept of suboptimization and principle of optimality, Computational procedure in Dynamic program.

TEXT BOOKS:

1. S.S. Rao, “Optimization – Theory and Practice”- Second Edition Wiley Eastern Ltd 2003.

2. Bhavikatti S.S.- “Structural optimization using sequential linear programming”- Second Edition Vikas publishing house 2010.

REFERENCES:

1. Spunt, “Optimum Structural Design”- Prentice Hall 1997 2. 2. Uri Krisch, “Optimum Structural Design”- first Edition Tata McGraw Hill New Delhi 2000 3. Richard Bronson, “Operation Research”- Second Edition Tata McGraw Hill New Delhi 2008

17MTSE320 Technical Seminar-II 0 0 4 2


1. Visit to the ongoing Structural project, preparation of report (Min.20 pages) and seminar on same

17MTSE001 Special Concrete 3 0 0 3


I Components of modern concrete (8 hours) developments in the process and constituent materials: Role of constituents, Development in cements and cement replacement materials, pozzolona, fly ash, silica fume, rice husk ash, recycled aggregates, chemical admixtures. Mix proportioning of Concrete: Principles and methods.

II Light Weight concrete: (8 hours) Introduction, classification, properties, strength and durability, mix proportioning and problems. High density concrete: Radiation shielding ability of concrete, materials for high density concrete, mix proportioning, properties in fresh and hardened state, placement methods.

III Ferro cement: (8 hours) Ferrocement materials, mechanical properties, cracking of ferrocement, strength and behaviour in tension, compression and flexure, Design of ferrocement in tension, ferrocement constructions, durability, and applications.

IV Fibre reinforced concrete: (8 hours) Fibre materials, mix proportioning, distribution and orientation, interfacial bond, properties in fresh state, strength and behaviour in tension, compression and flexure of steel fibre reinforced concrete, mechanical properties, crack arrest and toughening mechanism, applications.

V High Performance concrete: (8 hours) constituents, mix proportioning, properties in fresh and hardened states, applications and limitations. Ready Mixed Concrete-QCI-RMCPC scheme requirements, Self Compacting Concrete, Reactive powder concrete, and bacterial concrete.

Text Books: 1. Rixom.R. and Mailvaganam.N., “Chemical admixtures in concrete”- E and FN, Spon London 1999 2. Rudnai.G., “Light Weight concrete”- Akademiaikiado, Budapest, 1963 3. http://qcin.org/CAS/RMCPC/ References: 1. Neville A.M, “Properties of Concrete” Pearson Education Asia, 2000 2. P. Kumar Mehta, Paul J.N. Monterio, CONCRETE:Microstructure, Properties and Materials”, Tata McGraw Hill 3. A.R.Santhakumar, (2007) “Concrete Technology”-Oxford University Press,New Delhi, 2007 4. Gambhir “Concrete Technology” TMH. 5. Short A and Kinniburgh.W, “Light Weight Concrete”- Asia Publishing House, 1963 6. Aitcin P.C. “High Performance Concrete”-E and FN, Spon London 1998

17MTSE002 Advanced RCC Design 3 0 0 3


I YIELD LINE THEORY: (8 hours)

Analysis of slabs by Yield line theory, patterns of yield lines, Assumptions in yield line theory, Equilibrium and virtual work method of analysis, Design of various slabs such as rectangular, triangular, circular with various edge conditions Using yield line theory. II DESIGN OF FLAT SLABS: (8 hours)

Design method for flat slab, design of flat slabs and flat plates according to Indian Standard method, check for shear and design of spandrel beams III DESIGN OF BUNKERS, SILOS AND CHIMNEYS: (8 hours) Theory of bunkers and silos, Design of bunkers silos and chimneys IV DESIGN OF SPECIAL RC ELEMENTS: (8 hours) Design of RC walls - ordinary and shear walls, Strut and tie method of analysis for corbels and deep beams, Design

of corbels, Deep-beams and grid floors. V DUCTILE DETAILING: (8 hours)

Concepts of ductility, factors influencing ductility design principles and codal provisions, Detailing for ductility – Design of beams, columns for ductility - Design of cast-in-situ joints in frames – Fire resistance of Reinforced concrete members. Text Books:

1. Varghese P C, "Advanced Reinforced Concrete", Prentice-Hall of India Ltd., New Delhi, 2001. 2. Bondopadhyay J N, “Design of Concrete Structures”, PHI learning 2004. References:

1. Gamphir M L, “Design of Reinforced Concrete Structures”, PHI Learning Private Ltd., New Delhi 2011. 2. Varghese P C, "Limit State Design of Reinforced Concrete", Prentice-Hall of India Ltd., New Delhi, 2006. 3. Krishna Raju N and Pranesh R N, "Advanced Reinforced Concrete Design", New Age International Publishers, New Delhi, 2003. 4. Punmia B C, Ashok Kumar Jain and Arun Kumar Jain, “Comprehensive RCC Designs”, Lakshmi Publications (P) Ltd., New Delhi, 2005.


17MTSE003 Pre-stressed Concrete 3 0 0 4


I ANALYSIS OF PRESTRESS CONCRETE: (8 hours) Principles of Prestressing, types and systems of prestressing, need for High Strength materials, Pretensioning and post tensioning systems, Analysis methods of losses, methods of stress calculations, and concept of cable layouts and camber, deflection (short-long term). II TRANSFER OF PRESTRESS: (8 hours) Transfer of prestressing force by bond in pretensioned members Transmission length - Factors affecting transmission length, check for transmission length, transverse tensile stresses - end zone reinforcement. Anchorage zone stresses in post-tensioned members, Calculation of bearing stress and bursting tensile forces - code provisions - Reinforcement in anchorage zone DESIGN FOR SHEAR AND TORSION: limit state shearing resistance of cracked and uncracked sections, design of shear reinforcement by limit state approach, Behaviour under torsion, design for combined torsion, shear and bending. II DESIGN OF PRESTRESS CONCRETE BEAM: (8 hours) Behaviour of flexural members, determination of ultimate flexural strength, Codal provisions -Design of flexural members, Design for shear, bond and torsion. Design of end blocks. Analysis and design of continuous beams - Methods of achieving continuity - concept of linear transformations, concordant cable profile Check for Deflection (short and long term deflection of uncracked and cracked members.) DESIGN OF PRESTRESS CONCRETE SLAB: Design of one way and two way post tensioned slabs III DESIGN OF TENSION AND COMPRESSION MEMBERS: (8 hours) Design of tension members - application in the design of prestressed pipes and prestressed concrete cylindrical water tanks. Design of compression members with and without flexure - its application in the design piles, flagmasts and similar structures. IV PRESTRESS CIRCULAR TANKS: (8 hours)

Circular prestressing in liquid retaining tanks, analysis for stresses design of tank wall. PRESTRESS CIRCULAR PIPE: Design of non-cylinder pipes. OTHER STRUCTURES: Design of prestressed concrete columns, sleepers, poles. Text Books: 1. Sinha.N.C.and.Roy.S.K, “Fundamentals of Prestressed Concrete”, S.Chand and Co., 1998 References: 1. Rajagopalan N, "Prestressed Concrete", Narosa Publishing House, New Delhi, 2002. 2. Krishna Raju N, "Prestressed Concrete", Tata McGraw Hill Publishing Company Ltd., New Delhi 1995. 3. Lin T Y and Ned H Burns, "Design of Prestressed Concrete Structures", John Wiley and Sons, Newyork, 1982.

17MTSE004 : Structural Audit and Health Monitoring 3 0 0 3


MIT SCHOOL OF ENGINEERING, PUNE Department of Civil Engineerin

17MTSE005 Behavior of tall buildings 3 1 0 4


I Introduction: Deterioration of structures with aging (8Hrs)

Need for rehabilitation, Effects due to climate, temperature, chemicals, wear and erosion , design and construction

errors , corrosion mechanism , Effects of cover thickness and cracking, Method of corrosion production., corrosion

inhibitors , corrosion resistant steels, coatings, cathodic production.

II Structural Health Monitoring: (8Hrs)

An overview of Structural Health Monitoring, Structural Health Monitoring and Smart Materials, Health Monitoring versus Non Destructive Testing, A broad overview of smart materials, Overview of Application potential of SHM.

III Maintenance and Repair Strategies: (8Hrs)

Definitions: Maintenance, Repair, Rehabilitation, Facets of maintenance, Importance of maintenance, preventive

measures on various aspects, assessment procedure for evaluating damaged structure, causes of deterioration –

Testing techniques.

IV Materials and Methods of Repair: (8Hrs)

Special concrete and mortar, Concrete chemicals, special elements for accelerator, strength gain, expansive cement , polymer concrete , sulphur infiltrated concrete , ferrocement, fiber reinforced concrete. Shortcreting, Grouting,

Epoxy-cement mortar injection, Crack ceiling

V Seismic Retrofitting of reinforced concrete buildings: (8Hrs)

Introduction: Considerations in retrofitting of structures, Source of weakness in RC frame building – Structural

damage due to the 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) retrofits methods, Member level (local) retrofit methods; Comparative analysis of methods of retrofitting

Text Books:

1. Diagnosis and treatment of structures in distress by R.N.Raikar, Published by R&D Centre of Structural Designers & Consultants Pvt.Ltd., Mumbai, 1994.

2. Earthquake resistant design of structures by Pankaj Agarwal and Manish Shrikhande, Prentice-Hall of India, 2006

Reference Books:

1. Shetty, M.S. (2005), Concrete Technology Theory and Practice, S.Chand and company, New Delhi.

2. Santha Kumar, A.R., (1996), Concrete chemical Theory and Applications, Indian society for construction engineering and technology, madras.

3. Garas, F.K,.Clarke, J.L, Armer, GST (1997), Structural assessment, Butterworths, UK.

4. R.T. Allen and S.C.Edwards, (1998), Repair of Concrete Structures, Blakie and Sons, UK. (6 Hours)

MIT SCHOOL OF ENGINEERING, PUNE Department of Civil Engineering Design Philosophy - Vertical city concepts -Structural Concept - Configurations-various systems -essential amenities

- fire safety - water supply - drainage and garbage disposal -service systems - structural and foundation systems-

loading - sequential loading- strength and stability - stiffness and drift limitations - human comfort criteria - creep,

shrinkage and temperature effects - fire - foundations, settlement and soil - structure interaction.

II LOADS AND MATERIALS - (10 Hours)

Gravity loading - Dead and Live load - method of live load reduction- calculation - Impact and construction loads-Wind

loading - static and dynamic approach - Analytical and wind tunnel experimental method. Earthquake loading -

Equivalent lateral force, Modal analysis - combination of loading in various design philosophies. Materials for tall

buildings - High strength concrete - Light weight concrete - Fibre reinforced concrete Composite Materials. working

stress design – limit state design - plastic design.

III STRUCTURAL SYSTEMS - (12 Hours) Different system for load distribution in steel and concrete - Vertical and horizontal load resistant systems - Rigid

frames - braced frames - infilled frames - shear walls - Coupled shear walls - wall frames - tubular systems - outrigger

braced systems - Hybrid systems - Mega systems. Flat plate and flat slab structures - shear wall structures - wall

frame structures - framed tube structures - outrigger braced structures - suspended structures - core structures -

space structures Floor systems - reinforced concrete one way slabs and beams and slabs on beams or walls - one

way pan joists and beams - one way slabs on beams and girders - two way flat plate - two way flat slab - waffle flat

slabs - two way slab and beam. Floor systems - steel framing - one way beam system - two way beam system - three

way beam system - composite steel - concrete floor systems.

IV ANALYSIS AND DESIGN-Analysis and Design (10 Hours) principles of various horizontal load transfer systems -approximate methods - Modelling for accurate analysis -

Accurate analysis and reduction techniques -3D analysis - Member forces – displacements, drift and twist. Analysis

for various secondary effects – design for differential movement, Creep, shrinkage and temperature. Behaviour of

bracing, braced bents -Rigid frame behavior-computer analysis of rigid frame – reduction of rigid frame – lumped

girder frame – single – bay substitute frame. Computerized 3D analysis. Analysis of proportionate wall systems-non

proportionate structures and its behaviour-effects of discontinuities at the base-stress analysis of shear walls.

Structural behaviour of tubular structures-general three-dimensional structural analysis simplified two dimensional

analyses for symmetrical tubular structures.

V STABILITY ANALYSIS – (10 Hours) Overall buckling analysis of frames, wall frames, approximate methods, second order effects of gravity loading, P -

effect and analysis translational, torsional instability calculations-effects of foundation rotation and effect of stiffness of

members - influence of foundation instability, out of plumb effects. Sectional shapes, properties and resisting

capacity, design, deflection, cracking, pre-stressing, shear flow. Text Books:


1. John Wiley and Sons, Inc., 1991. 2. LinT.Y. and Burry D.Stotes, „Structural Concepts and Systems for Architects and Engineers‟, John Wiley,

1994. 3. Lynn S.Beedle, „Advances in Tall Buildings‟, CBS Publishers and Distributors, Delhi, 1996.

References:

1. Bungale S. Taranath , Structural Analysis and Design of Tall Buildings, Mc Graw Hill

International Editions. 2. Arya – Ajmani, Steel Structures, Nemchand and Bros. Roarkee, 3. O.P. Jain and Jaikrishna., Plain and Reinforced Concrete Structures – Vol II, Nemchand and Bros

Roorkee

17MTSE006 Theory of plasticity 3 0 0 3 CA : 40 Marks FE : 60 Marks L T P C I Elasticity (8Hrs) Basic concepts– Body force–Surface traction–Stresses and strains–Three dimensional stresses and strains– analysis–transformation equations of 3D stresses & strains–principal stresses & strains–States of stresses & strain– Equilibrium equations–generalised Hooke‟s Law–Compatibility Conditions–Boundary conditions. II Two dimensional stress–strain problems (8Hrs) Plane stress and plain strain– Analysis–transformation equations–stress–strain relations–equilibrium equations in Cartesian and polar co-ordinates Airy‟s stress function–Biharmonic Equilibrium –St Venant‟s principle–2D problems in Cartesian coordinate–cantilever with concentrated load at free end– Simply supported With UDL–Cantilever with moment at free end. III Analysis of axisymmetric problems (8Hrs) General equations in polar co-ordinates –Stress distribution symmetric about an axis–Cylinder subjected to external and internal pressures– Rotating disc as a 2D problem. Effect of circular hole in stress distribution of plates. IV Torsion (8Hrs) Torsion of prismatic bar– General solution–Warping function approaches – St. Venant‟s theory– Membrane analogy– Sand heap analogy– Torsion of Non Circular sections – Torsion of multi celled thin wall open and closed sections . V Plasticity (8Hrs) Introduction to plasticity – General concepts – Stress – Strain curves – Ideal plastic body – Plastic flow conditions – theories of failure – plastic work – Plastic potential – Yield criteria – Simple applications – Elasto – plastic analysis for bending and torsion of bars – Residual stresses. TEXT BOOKS:

1. Sadhu Singh, “Theory of elasticity”, Khanna Publishers, Delhi. 2. Sadhu Singh, “Theory of Plasticity”, Khanna Publishers, Delhi.

REFERENCES:

1. Timoshenko S P and Goodier J. N, “Theory of Elasticity”, Tata Mcgraw Hill International Student Edition. 2. Johnson W and Mellor P. B, “Plasticity for mechanical engineers”, Van Nostrand 3. Srinath L. S, “Advanced mechanics of solids”, Tata McGraw– Hill Publishing Company Ltd., New Delhi.


17MTSE007 Bridge Engineering 3 1 0 4


I INTRODUCTION: (8 hours) Introduction to bridge engineering, Definition and components of a bridge, layout and planning of a bridge, classification of bridge, preliminary data collection, Review of applicable design codes. Choice and type of a bridge hydraulic design of a bridge, Loads on bridges and force distribution traffic design. II SUB-STRUCTURE AND BEARINGS: (10 hours)

Forces acting on Piers and abutments Category of bearings – steel, rocker and roller bearings, reinforced concrete rocker roller bearings and elastomeric bearings. Different types of bearings, Design of bearings, Design of piers and abutments, Types of bridge foundations, Design of foundations.superstructure: analysis and design of right, skew and curved slabs III REINFORCE CONCRETE BRIDGES: (10 hours)

Classification of concrete bridges, Straight and curved bridge decks, decks of various types – slab hollow and voided slab bridge, reinforced concrete slab bridges, skew slab deck, RC tee beam and slab bridge, Continuous beam bridge, Fixed point method influence lines, Balanced Cantilever bridge, rigid frame bridge, box girder bridge, Bow string girder bridge. IV PRESTRESSED CONCRETE BRIDGES: (10 hours)

Concept of pre-tensioning and Post-tensioning, Pre-stressed concrete bridge, Analysis and design for static, moving and dynamic loading. STEEL BRIDGES: Truss bridge, Plate Girder Bridge, box Girder Bridge, suspension bridge, cable stayed bridge Influence lines for forces in members, Analysis for static, moving and dynamic loading. COMPOSITE BRIDGE: Composite action, Composite and transformed section V CONSTRUCTION AND MAINTENANCE: (10 hours) Methods of construction, short span, long span, false work for concrete bridges, inspection and maintenance of various types of bridges-Wooden Bridges, steel bridges, R.C.C. Bridges. Text Books:

1. Ponnus wamy S, “Bridge Engineering”, Tata McGraw-Hill Pub co., New Delhi, 1986. 2. Johnson Victor D, “Essentials of Bridge Engineering”, Oxford & IBH publishing co. Pvt. Ltd., New Delhi, 1999

REFERENCES:

1. Raina V K “Concrete Bridge Practice”, Tata McGraw-Hill publishing co, New Delhi,. 2. Krishna Raju N, “Design of Bridges”, Oxford Publishing co Pvt. Ltd., New Delhi, 1998.

17MTSE008 Design Precast and Concrete Structures 3 1 0 4



I Concepts , components, Structural Systems and Design of precast concrete floors (10 hours) Need and types of precast construction, Modular coordination, Precast elements- Floor, Beams, Columns and walls. Structural Systems and connections. Design of precast Concrete Floors: Theoretical and Design Examples of Hollow core slabs,. Precast Concrete Planks, floor with composite toppings with and without props.

II Design of precast reinforced and prestressed Concrete beams (10 hours) Theoretical and Design Examples of ITB – Full section precast, Semi Precast, propped and un propped conditions. Design of RC Nibs.

III Design of precast concrete columns and walls (10 hours) Design of braced and unbraced columns with corbels subjected to pattern and full loading. Design of Corbels. Design of RC walls subjected to Vertical, Horizontal loads and moments, Design of vertical ties and horizontal joints.

IV Design of Precast Connections and Structural Integrity (10 hours) Beam bearing, Beam half Joint,Steel Inserts, Socket Connection, Structural integrity, Avoidance of progressive collapse, Design of Structural Ties.

V Design of Steel Concrete Composite Floors and Beams (8 hours) Composite Floors: Profiled Sheeting with concrete topping, Design method, Bending and Shear Resistance of Composite Slabs, Serviceability Criteria, Design Example Composite Beams: Elastic Behaviour, Ultimate Load behavior of Composite beams, Stresses and deflection in service and vibration, Design Example of Simply Supported beams. Text Books:

1. IS: 11384-1985, Code of Practice for Composite Construction in Structural Steel and Concrete. 2. INSDAG Teaching Resource Chapter 21 to 27: www.steel-insdag.org References: 1. Hass A.M. – Precast Concrete – Design and applications Applied Science, 1983. 2. David Sheppard – “Plant cast, Precast and Prestressed concrete – McGraw Hill; 1989 3. NBC – 2005 ( Part I to Part VII) BIS Publications, New Delhi, IS 15916- 2011,IS 11447,IS6061 – I and III 4. R.P.Johnson: Composite Structure of Steel and Concrete (Volume 1), Blackwell Scientific Publication (Second Edition), U.K., 1994.

http://www.steel-insdag.org/

17MTSE009 Stability analysis of structures 3 0 0 3 CA : 40 Marks FE : 60 Marks L T P C

I Analysis of beam – (7)

columns by Classical approach: Concept of Instability. Euler‟s formulation using fourth order differential equation

for pined – pined, fixed – fixed, fixed – free and fixed – pinned column. Governing Differential equation for stability

of beam – columns. Beam column subjected to (i) lateral concentrated load, (ii) several concentrated loads, (iii)

continuous lateral load. Application of trigonometric series.

II Analysis of beam – (7) columns by Energy approach: – Approximate calculation of critical loads for a cantilever. Exact critical load for hinged – hinged column using energy approach. Buckling of bar on elastic foundation. Buckling of cantilever column under

distributed loads. Determination of critical loads by successive approximation. Bars with varying cross section. Effect

of shear force on critical load.

III Stability analysis by finite element approach – (7) derivation of shape function for a two nodded Bernoulli – Euler beam element (lateral and translation of) – element

stiffness and element geometric stiffness matrices – assembled stiffness and geometric stiffness matrices for a

discretised column with different boundary condition – calculation of critical loads for a discretised (two elements)

column (both ends built in). Buckling of pin jointed frames (maximum of two active dof) – symmetrical single bay

portal frame.

IV Lateral buckling of beams – (7) Governing differential equation – pure bending – cantilever beam with tip load – simply supported beam of I section

subjected to central concentrated load. Pure Torsion of thin – walled bars of open cross section. Non – uniform

Torsion of thin – walled bars of open cross section.

V Buckling of plates: Buckling of simply supported rectangular plate – (8) uniaxial load and biaxial load. Buckling of uniformly compressed rectangular plate simply supported along two

opposite sides perpendicular to the direction of compression and having various edge condition along the other two

sides

TEXT BOOKS:

1. Stephen P.Timoshenko, James M Gere, “Theory of Elastic Stability”-2 nd Edition, McGraw– Hill, 2016. 2.

2. Robert D Cook et.al, “Concepts and Applications of Finite Element Analysis”-3 rd Edition,2005 John Wiley and

Sons, New York. Bhavikatti S.S.- “Structural optimization using sequential linear programming”- Second Edition

Vikas publishing house 2010.

REFERENCES:

1. S.Rajashekar, “Computations and Structural Mechanics”-Prentice – Hall, India. 2. 2. Ray W Clough and J Penzien, “Dynamics of Structures” McGraw Hill, New Delhi, - 2nd Edition,1993 Uri

Krisch, “Optimum Structural Design”- first Edition Tata McGraw Hill New Delhi 2000

17MTSE010 Industrial Structures 3 1 0 4

CA : 40 Marks FE : 60 Marks L T P


I Steel Mill Building: (10 )

Planning the general framing scheme - Planning the Trusses Bracing of roofs - Vertical bracing of buildings - Design of roof Trusses and lattice girders. II Design of Frames: (8)

Design of simple and rigid frames – Gable frames – Knee bents.

III Design of Chimeny: (10 ) Self-supporting - Guyed Chimneys - Design of towers. Towers- Design of lattice towers – design of masts IV Industrial Roof Structures: (10) Trusses – Design of lattice girders – design of arches – Plate girders - Design of industrial sheds - Design of overhead and under slung girders - Gantry girder - Design of gantry columns – Heavy duty plate girders. V Bunkers and Silos: (10) Pressure on side walls of bunkers and silos - Janssen's and Airy's theories - Complete design of single cell circular silos including their supporting structures and foundation - Design of rectangular and square bunkers - sloping bottom - design of staging. Text books: 1. Dunham C W, "Planning Industrial Structures", McGraw Hill Book Company, Inc., 1980. 2. Subramanian N,” Design of Steel Structures”, Oxford University Press, New Delhi 2008. References: 1. Krishna Raju N, "Design of Reinforced Concrete Structures", CBS Publishers & Distributors, New Delhi, 2003. 2. S S Bhavikatti , "Advance R.C.C Design Vol II".

17MTSE011 Offshore Structures 3 0 0 3

I Wave theories: Wave generation process, small and finite amplitude wave theories. (8)

II Forces on offshore structures: (8)

Wind forces, wind forces on vertical, inclined cylinders, structures - current forces and use of Morrison equation.

III Offshore soil and structure modelling: (8 ) Different type of offshore structures, foundation modeling, structural modeling.

IV Analysis of offshore structures: (8) Static methods of analysis, foundation analysis and dynamics of offshore structures.

V Design of offshore structures: (8) Design of platforms, helipads, jacket tower and mooring cables and pipelines - Corrosion and Fatigue Failure.

Text Books: 1. Brebia .C.A, Walker .S., "Dynamic Analysis of Offshore Structures", New - Nes Butterworths, U.K 1979.

MIT SCHOOL OF ENGINEERING, PUNE Department of Civil Engineering Reddy. DV, and Arockiasamy M, "Offshore Structures", Vol.1, Krieger Publication Company,

Malabar, Florida, 1991.

References: 1. Chakrabarti. S.K, "Hydrodynamics of Offshore Structures", Computational mechanics, Publications, 1987. 2. Thamas .H, Dawson, "Offshore Structural Engineering", Prentice Hall Inc. Englewood, Cliffs, N.J. 1983. 3. API Recommended Practice for Planning, “Designing and Constructing Fixed Offshore Platform”, American

Petroleum Institute Publication, RP2A, Dallas, Texas, 1983. 4. Wiegel .R.L, "Oceanographical Engineering", Prentice Hall Inc. Englewood, Cliffs, N.J. 1964.

17MTSE012 Foundation and Earth Structures 3 0 0 3


I SHALLOW FOUNDATIONS: (7) Shallow foundations for different situations - designing of foundations for equal settlement based on bearing

capacity - strip, isolated, combined and strap footing. Introduction to various deep foundations. Analysis of plates

resting on elastic medium by Finite Difference Method - Analysis of raft foundation.

II STRUCTURAL DESIGN OF PILES: (8) Refering to IS provisions design of piles, Moments due to handling and hoisting, Structural design of straight and

under reamed piles including grade beam, Different shapes of pile cap, Structural design of pile cap . Different

types of sheet piles - Cantilever sheet pile wall in granular soils, in cohesive soils with granular backfill -Anchored

bulkhead - Free earth and Fixed earth support methods – in cohesive soils, in cohesive soil with cohesion less

backfill.

III WELL FOUNDATIONS: (7) Different types based on shape in plan - Grip length - Load carrying capacity based on SPT results - Thickness of

steining and bottom plug - Forces acting on the well - Stability of well subjected to lateral load by Terzaghi‟s

approach - Methods to rectify tilt of well foundation- Refering to IS provisions Structural design.

IV MACHINE FOUNDATIONS: (7) Fundamentals of soil dynamics - Determination of dynamic properties of soil based on Block Vibration Test and

Cyclic plate load test - Barkan‟s method of design of block foundation subjected to vertical vibrations - Vibration

Isolation - Transmissibility - Methods of Isolation.

V SOIL - STRUCTURE INTERACTION: (7 hours) Modulus of subgrade reaction - Winkler model - Analysis of infinite beams resting on elastic medium and subjected

to point load, uniformly distributed load and moment - Deflection equation for finite. Liquefaction - Evaluation of

liquefaction susceptibility - Effects of liquefaction - seismic slope stability analysis.


Text Books:

1. Kurian K P, “Design of Foundation Systems”, Narosa Publishing House, New Delhi, 2005.

2. Varghese P C, “Foundation Engineering”, Prentice Hall of India Ltd., New Delhi, 2007. References:

1. Selvadurai A P S, “Elastic Analysis of Soil Foundation Interaction”, Elsevier, 1979.

2. IS 2911 (Part 1 and Part 3)

3. IS 2950

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