semester i contact course title l/t/p credits category hrs ... r-17.pdf · beams and slabs as per...

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M.E: STRUCTURAL ENGINEERING 1 SEMESTER I S. No. Course Code Course Title L/T/P Contact Hrs/ Wk Credits Ext/Int Category 1 17PMA101 Applied Mathematics 3/2/0 5 4 60/40 BS 2 17PSE301 Structural Dynamics 3/2/0 5 4 60/40 PC 3 17PSE302 Concrete Structures 3/2/0 5 4 60/40 PC 4 17PSE5xx Elective I 3/0/0 3 3 60/40 PE 5 17PSE5xx Elective II 3/0/0 3 3 60/40 PE 6 17PSE5xx Elective III 3/0/0 3 3 60/40 PE 7 17PSE303 Structural Engineering Laboratory 0/0/2 2 1 40/60 PC Total 26 22

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Page 1: SEMESTER I Contact Course Title L/T/P Credits Category Hrs ... R-17.pdf · beams and slabs as per IS codes. DESIGN OF SPECIAL RC ELEMENTS: Design of RC walls – Ordinary and shear

M.E: STRUCTURAL ENGINEERING

1

SEMESTER I

S. No. Course

Code Course Title L/T/P

Contact

Hrs/ Wk Credits

Ext/Int Category

1 17PMA101 Applied Mathematics 3/2/0 5 4 60/40 BS

2 17PSE301 Structural Dynamics 3/2/0 5 4 60/40 PC

3 17PSE302 Concrete Structures 3/2/0 5 4 60/40 PC

4 17PSE5xx Elective I 3/0/0 3 3 60/40 PE

5 17PSE5xx Elective II 3/0/0 3 3 60/40 PE

6 17PSE5xx Elective III 3/0/0 3 3 60/40 PE

7 17PSE303 Structural Engineering

Laboratory 0/0/2 2 1

40/60 PC

Total 26 22

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SEMESTER II

S. No. Course Code Course Title L/T/P Contact

Hrs/ Wk Credits

Ext/Int Category

1. 17PSE304 Structural Steel Design 3/2/0 5 4 60/40 PC

2. 17PSE305

Theory of Elasticity and

Plasticity 3/2/0 5 4

60/40 PC

3. 17PSE306

Computer Methods of

Structural Analysis 3/2/0 5 4

60/40 PC

4. 17PSE5xx Elective IV 3/0/0 3 3 60/40 PE

5. 17PSE5xx Elective V 3/0/0 3 3 60/40 PE

6. 17PSE5xx Elective VI 3/0/0 3 3 60/40 PE

7. 17PSE307

Computer Aided

Structural Analysis and

Design Laboratory

0/0/4 4 2

40/60

PC

Total 28 23

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3

SEMESTER III

S. No. Course

Code Course Title L/T/P

Contact

Hrs/ Wk Credits

Ext/Int Category

1. 17PSE5xx Elective VII 3/0/0 3 3 60/40 PE

2. 17PSE5xx Elective VIII 3/0/0 3 3 60/40 PE

3. 17PSE5xx Elective IX 3/0/0 3 3 60/40 PE

4. 17PSE701 Project Work-Phase I 0/0/12 12 6 40/60 PW

5. 17PSE801 Mandatory Course 2/0/0 2 - - MC

Total 23 15

SEMESTER IV

S. No. Course

Code Course Title L/T/P

Contact

Hrs/ Wk Credits Ext/Int Category

1. 15PSE702 Inplant Training** - - 3

100/0 PW

2. 15PSE703 Project Work-Phase II 0/0/24 24 12

40/60 PW

Total 24 15

**-The student has to spend 2 weeks in the Industry during vacation at the end of the III semester and submit a report.

MANDATORY COURSES

S. No. Course Code Course Title

1. 17PSE801 Research Methodology

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SCHEME OF CREDIT DISTRIBUTION – SUMMARY

S. No. Stream

Credits/Semester

Credits

% I II III IV

1. Basic Sciences (BS) 4 - - - 4 6

2. Professional Core (PC) 9 13 - - 23 31

3. Professional Elective(PE) 9 9 9 - 27 37

4. Project Work - - 6 12 18 25

5. Inplant Training - - - 1 3 1

Total 75 100

PROFESSIONAL ELECTIVES

Course Code

Course Title Credits

17PSE501 Foundation Structures 3

17PSE502 Aseismic Design of structures 3

17PSE503 Advanced Concrete Technology 3

17PSE504 Design of Bridges 3

17PSE505 Design of Structures for Dynamic Loads 3

17PSE506 Design of Shell and Spatial Structures 3

17PSE507 Design of Steel Concrete Composite structures 3

17PSE508 Design of Tall Buildings 3

17PSE509 Disaster Management 3

17PSE510 Industrial Structures 3

17PSE511 Maintenance and Rehabilitation of Structures 3

17PSE512 Stability of Structures 3

17PSE513 Prefabricated Structures 3

17PSE514 Prestressed Concrete 3

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17PSE515 Experimental Methods and Model Analysis 3

17PSE516 Theory of Plates 3

17PSE517 Advanced Construction Technology 3

17PSE518 Soil Structure Interaction 3

17PSE519 Finite Element Method 3

17PSE520 Wind and Cyclone Effects on Structures 3

17PSE521 Nonlinear Analysis of Structures 3

17PSE522 Offshore Structures 3

17PSE523 Geotechnical Earthquake Engineering 3

17PSE524 Earth Pressure and Earth Retaining Structures 3

17PSE525 Quality Control and Assurance in Construction 3

17PSE526 Optimization in Structural Design 3

17PSE527 Smart Materials and Smart Structures 3

17PSE528 Mechanics of Composite Materials 3

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17MA101 APPLIED MATHEMATICS 3/2/0/4

Nature of Course: Analytical

Course Objectives:

To familiarize the students in the field of differential and elliptic equations to solve boundary value problems associated with engineering applications

To expose the students to variational formulation and numerical integration techniques and their applications to obtain solutions for buckling, dynamic response, heat and flow problems of one and two dimensional conditions.

Course Outcomes:

PMA101.1 Apply the acquired knowledge in Eigen value problems and numerical integration

techniques in the field of engineering. [AP]

PMA101.2 Get familiarized with the wave, heat and elliptic equations and to solve problems

associated with engineering applications [AN]

Course Contents:

ONE DIMENSIONAL WAVE AND HEAT EQUATIONS : Laplace transform methods for one-dimensional wave equation – Displacements in a long string – longitudinal vibration of an elastic bar – Fourier transform methods for one-dimensional heat conduction problems in infinite and semi-infinite rods. ELLIPTIC EQUATION : Laplace equation – Properties of harmonic functions – Solution of Laplace’s equation by means of Fourier transforms in a half plane, in an infinite strip and in a semi-infinite strip – Solution of Poisson equation by Fourier transforms method. CALCULUS OF VARIATIONS : Concept of variation and its properties – Euler’s equation – Functional dependant on first and higher order derivatives – Functionals dependant on functions of several independent variables – Variational problems with moving boundaries –Direct methods – Ritz and Kantorovich methods. EIGEN VALUE PROBLEMS : Methods of solutions: Faddeev – Leverrier Method, Power Method with deflation – Approximate Methods: Rayleigh – Ritz Method. NUMERICAL INTEGRATION : Gaussian Quadrature – One and Two Dimensions – Gauss Hermite Quadrature – Monte Carlo Method – Multiple Integration by using mapping function

Total Hours : 45

Reference Books:

1. SankaraRao.K, “Introduction to Partial Differential Equations”, Prentice Hall of India Pvt. Ltd., New Delhi, 2011.

2. Rajasekaran.S, “Numerical Methods in Science and Engineering A Practical Approach”, S. Chand & Company Ltd., 2010.

3. Gupta.A.S, “Calculus of Variations with Applications”, Prentice Hall of India Pvt. Ltd., New Delhi, 2004.

4. Andrews.L.C and Shivamoggi.B.K, “Integral Transforms for Engineers”, Prentice Hall of India Pvt. Ltd., New Delhi, 2003.

5. Datta,K.B., “Matrix and Linear Algebra”, Prentice Hall of India Pvt. Ltd., New Delhi, 2000.

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Web References:

1. http://onlinelibrary.wiley.com/

Online References:

1. http://nptel.ac.in/courses/105101008/

2. http://freevideolectures.com/Course/3126/Applied mathematics

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PMA101.1 Apply Assignment 10 PMA101.2 Analyse Assignment 10

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand - - - -

Apply 60 40 60 60

Analyse 40 60 40 40

Evaluate - - - -

Create - - - -

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17PSE302 CONCRETE STRUCTURES 3/2/0/4

Nature of Course: Problem Analytical

Course Objectives:

To understand about various design methods , design of special RC elements, design of flat and grid slabs and inelastic behaviour of RC beams

To know the design and detailing for seismic resistant and fire resistant structures.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE302.1 Remember the limit state design of RC elements according to IS codes (R)

PSE302.2 Learn the serviceability criteria as per IS codes (AN)

PSE302.3 Design and detailing of Special RC elements (AP)

PSE302.4 Design and detailing of Flat slabs and Grid floor (AP)

PSE302.5 Learn the Inelastic behaviour of Concrete beams (U)

PSE302.6 Apply software packages and computer programming (AP)

PSE302.7 Understand the Theory of wind effects on Structures (U)

Course Contents:

DESIGN OF RC ELEMENTS AND SERVICEABILITY CRITERIA: Review of limit state design of

slabs, beams and columns according to IS codes. Calculation of Deflection and crack width for

beams and slabs as per IS codes. DESIGN OF SPECIAL RC ELEMENTS: Design of RC walls –

Ordinary and shear walls – Design of corbels – Design of deep beams - Detailing.

FLAT SLABS AND GRID FLOOR: Design of flat slabs – Limitations - Design of voided slabs -

Analysis and design of Grid floors - Detailing. INELASTIC BEHAVIOUR OF CONCRETE BEAMS:

Moment – Curvature (M - ) relation of Reinforced Concrete Sections - Moment redistribution –

Baker’s method of plastic design – Advantages and Disadvantages of Moment Redistribution –

Application of software packages and computer programming. WIND EFFECTS ON

STRUCTURES: Dead Loads – Imposed Loads (IS 875 Part 2) General Theory of Wind Effects on

Structures.

Total Hours : 45

Reference Books:

1. Park.R and Paulay.T, “Reinforced Concrete Structures”, John Wiley and Sons, New Delhi, 1975. 2. Unnikrishnan Pillai and Devdos Menon, “Reinforced Concrete Design”, Tata McGraw Hill Publishers Company Ltd., New Delhi, 2006. 3. Baker.A.L.L, “The Ultimate Load Theory Applied to the Design of Reinforced and Prestressed concrete Frames”, Concrete Publications, London, 1956.

4. Sinha.N.C and Roy.S.K, “Fundamentals of Reinforced Concrete”, S.Chand and Company, New

Delhi, 2003.

5. Dayaratnam.P, “Design of Reinforced Concrete Structures”, Oxford & OBH Publishing Co. Pvt.

Ltd., Calcutta, 2005.

6. Gambhir, “Design of Reinforced Concrete Structures”, PHI Learning Ltd., New Delhi, 2008.

7. IS 875 : Part 1 : Part 1 Dead loads - Unit weights of building material and stored materials

(Incorporating IS:1911-1967).

8. Varghese, P.C. Advanced Reinforced Concrete Design Prentice Hall of India, 2005.

9. Purushothaman .P.Reinforced Concrete Structural Elements: Behavior Analysis and Design,

Tata McGraw Hill, 1986.

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10. IS 456-2000, Indian Standards Code of Practice for Plain and Reinforced Concrete.

Web References:

1. http://www.springer.com/in/engineering/civil-engineering

Online References:

1. http://nptel.ac.in/downloads/105105104/

2. http://www.structuralengineering.info/advanced-reinforced-concrete-structures/

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE302.1 Remember Quiz 3 PSE302.2 Analyse Group Assignment 4 PSE302.3 Apply Technical Presentation 3 PSE302.4 Apply Power Point Presentation 3 PSE302.5 Understand Surprise Test 2 PSE302.6 Apply Surprise Test 2 PSE302.7 Understand Quiz 3

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests

Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 40 20 20 20

Understand - - 40 40

Apply - 80 40 40

Analyse 60 - 20 20

Evaluate - - - -

Create - - - -

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17PSE303 STRUCTURAL ENGINEERING LABORATORY 0/0/2/1

Nature of Course: Practical application Course Outcomes Upon completion of the course, students shall have ability to

PSE303.1: Understand the physical properties of constituent materials of concrete (U)

PSE303.2: Determine the properties of fresh concrete including strength (AP)

PSE303.3:Determine the properties of hardened concrete including strength and durability(AP)

PSE303.4: Perform various Non-destructive tests on concrete (AP)

PSE303.5: Understand the behaviour of Structural elements in flexure and shear (AP)

PSE303.6: Learn about load cell, strain recording instruments and vibration measurement (AP) Course Contents

1. Properties of concrete making materials 2. Concrete Mix Design by IS method and ACI method 3. Properties of fresh concrete –workability tests on concrete –slump, compaction factor

&Vee-Bee consistometer test 4. Properties of hardened concrete-under compression, and bending – stress vs. Strain

behaviour -modulus of elasticity 5. Strain gauges – Principles and applications, mechanical, optical and electrical Strain

gauges, Strain recording instruments. 6. Behaviour of structural elements (beams /slabs) in flexure, shear. 7. Non destructive tests on concrete –Rebound Hammer and Ultrasonic Pulse Velocity

Concrete Test 8. Study of load cell and its design 9. Strain Recording instruments 10. Vibration measurement

Reference Books:

1 Varghese.P.C, & quot; Building Materials & quot;, PHI Learning Pvt. Ltd,

New Delhi, 2012.

2 Shetty, M.S., & quot; Concrete Technology (Theory and Practice)& quot;,

S.Chand and Company Ltd., New Delhi, 2008.

3 Gambhir, M.L., " Concrete Technology & quot;, 3rd Edition, Tata

McGraw Hill Publishing Company Ltd, New Delhi, 2004

4 Nevile, “Properties of Concrete”, Longman Publishers, 2004.

5 IS: 456 : 2000, Plain and Reinforced concrete – code of practice

6 IS: 10262 : 2009, Recommended guidelines for Concrete Mix Design

Web References:

1 http://nptel.ac.in/courses/105102012/

Total Hours 30

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Assessment Methods & Levels (based on Bloom’s Taxonomy)

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Rubric based Continuous

Assessment [60 marks]

(in %)

End Semester Examination

[40 marks]

(in %)

Remember 10 10

Understand 30 40

Apply 60 50

Analyse - -

Evaluate - -

Create - -

Online Resources:

1 https://onlinecourses.nptel.ac.in/noc16_ce10

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17PSE304 STRUCTURAL STEEL DESIGN 3/2/0/4

Nature of Course: Analytical

Course Objectives:

1. To understand the concept of limit state design of steel components 2. To understand the design methodologies of connections 3. To get exposure on industrial structures 4. To learn the design concepts of various towers

5. To understand about design methods of special structures.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE304.1 Understand the design methodologies of compression members (U)

PSE304.2 Analyse and design the steel beams (AN)

PSE504.3 Apply the various connections to the steel structures (AP)

PSE304.4 Analyse and design the industrial structures (AN)

PSE304.5 Analyse and design the steel towers. (AN)

PSE304.6 Apply the design concepts of special structures (AP)

Course Contents:

LIMIT STATE DESIGN: Compression members, Design of beams. BEHAVIOUR AND DESIGN OF

CONNECTIONS: Behaviour of connections, Design requirements of bolted and welded

connections, unstiffened and stiffened seated connections , framed connection, moment

resistant connection . DESIGN OF INDUSTRIAL BUILDING: Types on loads on structures,

Analysis and design of Industrial buildings and bents, sway and non sway frames Analysis and

design of gable frames, Design of Purlins , louver rails, gable column and wind girder. DESIGN

OF STEEL TOWERS: Transmission line towers, Micro Wave Towers, Loads on towers, Analysis

of towers, Design of member in towers, Design of tower foundations. Design and Analysis of

Steel Towers using Software packages. DESIGN OF SPECIAL STRUCTURES: Analysis and

design of trusses, forces in members, Design of self supporting chimney and guyed steel

chimney, Stress due to wind and earthquake forces, Gust factor method, Design of foundation.

Total Hours : 45

Reference Books:

1. Subramanian.N, “Design of Steel Structures”, Oxford University press, 2008. 2. Duggal, “Limit state design of Steel structures”, Tata McGraw Hill, New Delhi, 2010. 3. Ramachandra, “Design of Steel Structures” Vol.2, Standard Publishing House, New Delhi.

2004. 4. Dayaratnam, “Design of steel structure”, S.Chand & Co., New Delhi, 2010. 5. IS 800 -2007, Indian Standard Code of practice for General Construction in Steel. 6. IS: 6533 Code of Practice for Design and Construction of steel chimney. 7. SP 6: Part 1: 1964 Handbook for structural engineers - Structural steel sections.

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8. IS 802 : Part 1 : Sec 1 : 1995 Code of practice for use of structural steel in overhead transmission line towers, Part 1 Materials and Loads and permissible stresses Section 1 Materials and Loads.

9. IS 6533 : Part 2 : 1989 Code of practice for design and construction of steel chimneys Part 2 Structural aspects

Web References:

1. http://nptel.ac.in/courses/105103094/

Online References:

2. https://nptelvideos.in/2012/11/design-of-steel-structures.html

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE304.1 Understand Quiz 3 PSE304.2 Analyse Assignment 5 PSE304.3 Apply Presentation 2 PSE304.4 Analyse Assignment 3 PSE304.5 Analyse Assignment 3 PSE304.6 Apply Presentation 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand 40 - 40 20

Apply - 20 20 40

Analyse 20 40 20 40

Evaluate - - - -

Create - - - -

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17PSE305 THEORY OF ELASTICITY AND PLASTICITY 3/2/0/4

Nature of Course: Analytical

Course Objectives:

1. To understand the stress , strain relationships

2. To understand the two dimensional Cartesian coordinates.

3. To understand the concepts of polar coordinates.

4. To get knowledge on torsional characteristics of bars.

5. To understand about plastic properties of beams.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE305.1 Understand the relationship between stress strain characteristics (U)

PSE305.2 Understand about the boundary conditions of Cartesian coordinates (U)

PSE305.3 Apply the concepts of polar coordinates in curved bars. (AP)

PSE305.4 Analyse the stress distribution characteristics of circular holes (AN)

PSE305.5 Apply the torsional characteristics of rectangular and thin walled sections (AP)

PSE305.6 Analyse the plastic characteristics of beams. (AN)

Course Contents:

ANALYSIS OF STRESS, STRAIN AND STRESS STRAIN RELATIONS: Analysis of stress (two and

three dimensions) Body force, surface forces and stresses, uniform state of stress - principal

stresses - stress transformation laws, Differential equations of equilibrium. Analysis of Strain

(two and three dimensions), strain and displacement relation, compatibility equations, state of

strain at a point, strain transformations, principle of superposition. - Stress strain relation,

Generalized Hooke's law, Lame's constants. TWO DIMENSIONAL PROBLEMS IN CARTESIAN

COORDINATES: Methods of Formulation, Equilibrium equations in terms of displacements,

Compatibility equations in terms of stresses, boundary value problems, plane stress, plane

strain problems. Introduction to two dimensional problems in Cartesian Co-ordinates,

Boundary condition, Plane stress and strain problems, examples, Airy's stress function,

polynomials, Direct method of determining Airy's stress functions, solution of Bi-harmonic

equation, St.Venant`s principle, Two dimensional problems in Cartesian co-ordinates, bending

of a cantilever loaded at end. TWO DIMENSIONAL PROBLEMS IN POLAR COORDINATES:

General equations in polar co-ordinates, stress distribution symmetrical about an axis, pure

bending of curved bars, strain components in polar co-ordinates, displacements for symmetrical

stress distribution, bending of a curved bar, effect of a circular hole on stress distribution , Thick

cylinder , Forces on wedges , a circular disk with diametric loading. TORSION OF CYLINDRICAL

BARS Torsion of prismatic bars, General solution of the problem by displacement (warping

function) and force (Prandtl`s stress function) approaches, Torsion of shafts of circular and non

circular (elliptic, triangular and rectangular) cross sectional shapes only, Torsion of thin

rectangular section and hollow thin-walled sections..

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INTRODUCTION TO PLASTICITY : Introduction to stress strain curve ,ideal plastic body -

criterion of yielding, Rankine`s theory, St.Venant`s theory, Tresca criterion Beltrami`s theory,

Von Mises criterion, Mohr`s theory of yielding , yield surface, Flow rule (plastic stress - strain of

relation), PrandtlReuss equations, Plastic work, stress - strain relation based on Tresca, Plastic

potential.Solution of elastic - plastic problems, Elastic plastic problems of beams in bending,

thick hollow spheres and cylinders subjected to internal pressure.Generalrelation, plastic

torsion , perfect plasticity , bar of circular crosssections, Nadai`s sand heap analogy.

Total Hours : 60

Reference Books:

1. Chen W.P and Henry D.J., "Plasticity for Structural Engineers", Springer Verlag, New York, 1988.

2. Sadhu Singh, Theory of Elasticity, Khanna Publishers, N.Delhi, 2005. 3. Sadhu Singh, Theory of Plasticity, Khanna Publishers, N.Delhi, 2008. 4. Chow, P.C. and Pagono, N.J., Elasticity Tensor Dynamic and Engg. Approaches,

D.VanNostrand Co., Inc., 1967. 5. Mendelson,A.,Plasticity:Theory& Applications, Macmillan Co., New York, 1968 6. Chen W.P and Henry D.J., Plasticity for Structural Engineers, Springer Verlag, New York,

1988. 7. Chakrabarthy, T.,Theory of Plasticity, Mc Graw Hill Book Co., New Delhi, 2006 8. Timoshenko,S. and Goodier,J.N., Theory of Elasticity, Mc Graw Hill Book Co., 2007

Web References:

1. http://nptel.ac.in/courses/105108070/

Online References:

1. https://onlinecourses/112106153/.../Lecture%204/Module_2_Lecture_4/courses

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE305.1 Understand Quiz 3 PSE305.2 Understand Quiz 3 PSE305.3 Apply Assignment 4 PSE305.4 Analyse Power Point Presentation 4 PSE305.5 Apply Technical Presentation 3 PSE305.6 Analyse Assignment 3

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand 40 20 20 20

Apply 20 20 20 40

Analyse 10 40 40 40

Evaluate - - - -

Create - - - -

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17PSE306 COMPUTER METHODS OF STRUCTURAL ANALYSIS 3/2/0/4

Course Content

BASIC CONCEPTS: Indeterminacy, Static, Kinematic, Generalized measurements, Degrees of

Freedom, Constrained measurements, Behaviour of Structure , Principle of Superposition,

Equilibrium, Compatibility and Force displacement relations STIFFNESS AND FLEXIBILITY:

Stiffness and Flexibility matrices in Single, two and n-coordinates; Structures with Constrained

measurements; Stiffness and flexibility coefficients, Basic Stiffness and basic Flexibility method

applied to spring models. ENERGY CONCEPS AND TRANSFORMATION OF INFORMATION:

Strain energy; Stiffness and flexibility matrices for strain energy , Betti’s law and its application,

Properties of stiffness and flexibility matrices, Contra gradient law, Co-ordinate

transformations, Transformation of element matrices to structure matrices, orthogonal

transformations. STIFFNESS METHOD Development of the method, Structure stiffness matrix

for beams, frames and trusses using displacement transformation matrix and coordinate

transformation matrix, Internal forces due to thermal expansion and lack of fit, Direct stiffness

methods, Static condensation, transfer matrix method, symmetry and anti-symmetry of

structures, reanalysis technique, Analysis by substructures using the stiffness method.

FLEXIBILITY METHOD : Flexibility Method applied to statically determinate and

indeterminate structures; Choice of redundant; Primary structure- General formulation,

Structures flexibility matrix using force transformation matrix , Internal forces due to thermal

expansion and lack of fit.

Total Hours : 60

Reference Books:

1. Devdas Menon, “Advanced Structural Analysis”, Narosa Publishing House, Daryagang, New Delhi,2009.

2. Moshe.F.Rubinstein, “Matrix Computer Analysis of Structures”, Prentice Hall, 1986Rajasekaran.S and Sankarasubramanian.G, “Computational Structural Mechanics”,

Nature of Course: Analytical

Course Objectives: 1. To understand the concept of degree of freedom 2. To get knowledge on stiffness and flexibility characteristics 3. To get exposure on energy concepts and transformations. 4. To learn about stiffness matrices

5. To understand about force transformation for determinate and indeterminate

structures.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE306.1 Remember the basic concepts of degree of freedom (R)

PSE306.2 Understand the superposition conditions of structures (U)

PSE306.3 Apply the stiffness matrices with coordinates (AP)

PSE306.4 Analyse the various energy transformation concepts. (AN)

PSE306.5 Analyse substructure by stiffness method (AN)

PSE306.6 Analyse the statically determinate and indeterminate structures (AP)

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Prentice Hall of India, New Delhi, 2001Pandit.G.S and Gupta.S.P, “Structural Analysis – a Matrix Approach”, Tata Mc Graw Hill Publishing Company, 2004.

3. Weaver.J.R and Gere.J.M, “Matrix Analysis of Framed Structures”, CBS Publishers, New Delhi, 1986

4. Fleming.J.F, “Computer analysis of Structural Systems”, Mcgraw Hill Book Co., 1989.

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE305.1 Understand Quiz 3 PSE305.2 Understand Quiz 3 PSE305.3 Apply Assignment 4 PSE305.4 Analyse Power Point Presentation 4 PSE305.5 Apply Technical Presentation 3 PSE305.6 Analyse Assignment 3

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 20 - 10 10

Understand 10 20 40 10

Apply - 20 40 40

Analyse 20 40 20 40

Evaluate - - - -

Create - - - -

Web References:

1. http://nptel.ac.in/courses/105106050//

Online References:

1. https://onlinecourses.nptel.ac.in/courses/105105109/pdf/m1l1.pdf

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17PSE307 COMPUTER AIDED STRUTURAL

ANALYSIS AND DESIGN LAB

0/0/4/2

Nature of Course: Practical application

Course Objectives:

1. To acquire knowledge in analysis and design of civil engineering 2. To acquire knowledge in modelling software packages 3. To get an overview of engineering tools and concepts using softwares

Course Outcomes:

Course Contents

PSE307.1 Understand the design methodologies using software packages

PSE307.2 Apply the concept and Design the RC Building for gravity and seismic loading PSE307.3 Analyse and design Industrial building for gravity and seismic loading

PSE307.4 Analyse and Design the R C and Steel beam using software

1. Develop a Mix Design Programme for IS method by using Excel

spread sheet

2. Develop a Mix Design Programme for ACI method by using Excel

spread sheet

3. Develop a Programme for semi automatic techniques for direct

stiffness approach by using MATLAB / MS Excel

4. Develop a Design of Reinforced Concrete One way slab

Programme as per IS codes by using Excel spread sheet

5. Analysis and design of an Industrial Building for Gravity Loading

by using commercial available software package

6. Analysis and design of an Industrial Building for Seismic Loading

by using commercial available software package

7. Analysis and design of a Multi-bay Reinforced concrete four

storied building for Gravity Loading by using commercial available software package

8. Analysis and design of a Multi-bay Reinforced concrete four

storied building for Seismic Loading by using commercial available Software package

9. Finite Element Modeling of steel beam for Single Point Loading

by using Software package

10. Finite Element Modeling of Reinforced Concrete beam for Two

Point Symmetric Loading by using Software package

11. Develop a Mix Design Programme for IS method by using Excel

spread sheet

Total Hours : 30

Reference Books:

1. Varghese, P.C., “Limit State Design of Reinforced Concrete”, Prentice Hall of India, Pvt. Ltd., New Delhi, 2009.

2. Krishna Raju, N., “Design of Reinforced Concrete Structures”, CBS Publishers & Distributors, New Delhi, 2003.

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3. SP 16: 1980 Design Aids for Reinforced Concrete to IS 456: 1978. 4. SP 34: 1987 Handbook on Concrete Reinforcement and Detailing. 5. IS 456: 2000 Plain and Reinforced Concrete - Code of Practice, BIS, New Delhi . 6. IS 875 : 1987 Code of practice for design loads (other than earthquake)for buildings

and structures, Part 1: Dead loads - Unit weights of building material and stored materials, Part 2:Imposed loads,Part 3: Wind Loads,Part 4 Snow loads,Part 5 Special loads and load combinations.

7. National Building Code Part1, Part2, Part3, Part4, Part5, and Part6, 2005, BIS, New Delhi.

8. Is 10262(2009) Guidelines for concrete mix design.

Web References:

1. http://nptel.ac.in/courses/105105105/

Online Resources:

1. https://onlinecourses.nptel.ac.in/noc16_ce10

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Rubric based

Continuous

Assessment [60

marks]

(in %)

End Semester Examination

[40 marks]

(in %)

Remember - 10

Understand 20 30

Apply 30 30

Analyse 30 30

Evaluate - -

Create - -

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17PSE501 FOUNDATION STRUCTURES 3/0/0/3

Nature of Course: Theory & Analytical

Course Objectives:

To understand about various sub surface exploration methods, Types and design of various shallow foundation

To understand the design of deep foundation, foundation for special structures and machine foundation.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE501.1 Carry out Soil investigation for Civil Engineering construction (AP)

PSE501.2 Estimate bearing capacity of soil and select a suitable foundation (AN)

PSE501.3 Design a suitable shallow or deep foundation (AP)

PSE501.4 Design Sheet pile walls, Caisson and well foundations (AP)

PSE501.5 Design foundation for towers (AP)

PSE501.6 Learn the concept of liquefaction and their effects (U)

Course Contents:

SUB SURFACE EXPLORATION AND SELECTION OF FOUNDATION: Site investigation-Soil

exploration-soil investigation report for the design of foundation-types of foundations-

applications-choice-requirements-types –selection of foundation. Expansive soils- identification-

foundations.SHALLOW FOUNDATIONS: Shallow foundation – bearing capacity of footings (IS,

Terzaghi) -Settlement - Spread footings - contact pressure - Structural design of individual footings,

combined footings (Rectangular and trapezoidal l), - Mat foundations. PILE FOUNDATIONS: Types

of piles - Static and dynamic pile formula - Pile load tests - Negative skin friction - Pile groups –

Efficiency of pile group - capacity of pile groups - Structural design of piles and pile caps. SHEET

PILE WALLS, CAISSON AND WELL FOUNDATIONS: Different types of sheet pile- cantilever sheet

pile wall in granular soils, in cohesive soils with granular backfill anchored bulkheads- free earth

and fixed earth support methods. Types of wells and caissons - components - Shapes of wells -

Forces acting – stability of well subjected to lateral load by terzaghis approach – methods to rectify

tilts and shifts of well foundations. TOWER FOUNDATIONS AND LIQUEFACTION : Introduction

– Design of foundation for towers – forces on tower foundation – General design criteria –

Liquefaction, Evaluation of Liquefaction - Susceptibility- Effects of Liquefaction

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Text Books:

1. Bowles, “Foundations Analysis and Design”, McGraw Hill Co., 1977.

2. Gopal Ranjan and Rao ASR, “Basic and Applied soil Mechanics”, New Age International Publishers, 2004

3. Gulhati&Datta, “ Geotechnical Engineering” Tata McGraw Hill, New Delhi,2005.

4. Sam &bDas, “ Theory and Practice of Foundation Design”, Prentice hall of India

NewDelhi, 2006.

5. Cuduto, “Geotechnical Engineering”, Prentice hall of India, 2002

6. Swamy Saran, Analysis and Design of Substructures, Oxford and IBH Publishing Co. Pvt. Ltd., 2006

7. Varghese,P.C., Foundation Engineering, Prentice-Hall of India Private Ltd, New Delhi, 2006.

Reference Books:

1. IS 2131:1981 Method of standard penetration test for soil. 2. IS 2132:1986 Code of practice for thin walled tube sampling of soil. 3. IS 2911(Part 2):1980 Code of practice for design and construction of pile foundations. 4. IS 2911(Part 3):1980 Code of practice for design and construction of pile foundations. 5. IS 2911(Part 4):1985 Code of practice for design and construction of pile foundations. 6. IS 2950(Part 1):1981 Code of practice for design and construction of raft foundations:

Part 1 Design. 7. IS 2974(Part 1):1982 Code of practice for design and construction of machine

foundations: Part 1 Foundations for reciprocating type machines. 8. IS 2974(Part 2):1980 Code of practice for design and construction of machine

foundations: Part 2 Foundations for impact type machines(hammer foundations). 9. IS 2974(Part 3):1992 Code of practice for design and construction of machine

foundations: Part 3 Foundations for rotary type machines(Medium and high frequency) 10. IS 2974(Part 4):1979 Code of practice for design and construction of machine

foundations: Part 4 Foundations for rotary type machines of low frequency . 11. IS 1904:1986 Code of practice for design and construction of foundations in soils:

General requirements. 12. IS 2974(Part 5):1987 Code of practice for design and construction of Machine

foundations 13. IS 1892:1979 Code of practice for subsurface investigation for foundation. 14. IS 1888:1982 Method of load test on soil. 15. Srinivasulu P and Vaidyanathan C.V Hand Book of Machine foundations Tata McGraw

Hill Co New York,1976. 16. Tomlinson, M.J. and Bormann. R. Foundation Design and Construction, ELBS Longman

VI edition, 1995. 17. Nayak, N.V., Foundation Design manual for Practicing Engineers, Dhanpat Rai and Sons,

1982. 18. IS 1080:1985 Code of practice for design and construction of shallow foundations in

soils (other than raft, ring and shell).

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Web References:

1.http://www.aboutcivil.org/geo-technical-foundation-engineering.html

Online References:

1.http://nptel.ac.in/downloads/105101083/

2.http://nptel.ac.in/courses/105107120/

3.http://nptel.ac.in/downloads/105101083/

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE 501.1 Apply Quiz 2 PSE 501.2 Analyse Group Assignment 4

PSE 501.3 Apply Technical Presentation 3

PSE 501.4 Apply Power Point Presentation 3

PSE 501.5 Apply Case study 6 PSE 501.6 Understand Surprise Test 2

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand - - 20 20

Apply 60 100 60 60

Analyse 40 - 20 20

Evaluate - - - -

Create - - - -

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17PSE503 ADVANCED CONCRETE TECHNOLOGY 3/0/0/3

Nature of Course: Theory

Course Objectives:

To get an exposure about concrete types ,special concrete, durability and quality control for concrete

To understand about form work , quality control and concreting in special circumstance

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE503.1 Remember the properties of fresh and hardened concrete (R)

PSE503.2Learn the principles of concrete mix design and their methods (R)

PSE503.3 Understand the concept of degree of freedom system. (U)

PSE503.4 Learn the methods for making durable concrete (R)

PSE503.5 Apply the concepts and design various special concrete (AP)

PSE503.6 Learn the types of admixtures and smart materials (R)

PSE503.7L earn the use of concreting under special circumstances (AP)

Course Contents:

INTRODUCTION: Concrete: Past, Present and Future- Constituent Materials- Dimensional

Stability of Concrete- Chemical and Mineral Admixtures-Properties of Fresh and hardened

Concrete - Principles of Concrete Mix Design-Methods of Concrete mix design - Quality control

measures. DURABILITY OF CONCRETE: Permeability-chemical attack-sulphate attack-Quality

of water-marine conditions- Thermal properties of concrete-fire resistance-methods of making

durable concrete - Mass Concrete - Structural Concrete Block Masonry. SPECIAL CONCRETES:

Lightweight and Heavy Weight Concrete-High Strength Concrete-High Performance Concrete-

Polymers in Concrete-Steel fiber Reinforced Concrete-Ferro cement Concrete-Vacuum Concrete-

Shotcrete-Ready Mixed Concrete-SIFCON.-High performance concrete, Self compacting concrete,

Shrinkage Compensating concrete, Mass Concrete, Roller Compacted Concrete-Self curing

Concrete. ADMIXTURES AND SMART MATERIALS: Admixtures – mineral and chemical

admixtures – Fly Ash – Silica Fume – Metakaoline – GGBS – Super Plasticizers – Smart materials

– Piezo electric materials – optical fibres. CONCRETING UNDER SPECIAL CIRCUMSTANCES:

Underground Construction-Concreting in Marine Environment-Under water Construction-Hot

weather and Cold weather concreting. Tests on Concrete Evaluation of Strength of existing

structures-Investigation Techniques-Tests on Hardened Concrete-Non Destructive Testing-Semi

destructive testing techniques-Tests on fresh Concrete-Load Test on Structural Components

Total Hours : 45

Text Books:

1. Gambir,M.L, Concrete Technology, Tata McGraw Hill, Publishing Co,Ltd, New Delhi,2004 2. Krishnaraju.N, Design of Concrete mixes, Sehgal Educational Consultants Pvt. Ltd.,

Faridabad, 2012.

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Rudhani G., Light Weight Concrete, Academic Kiado, Publishing Home of Hungarian Academy of Sciences, 1963

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE503.1 Remember Quiz 2 PSE503.2 Remember Quiz 2 PSE503.3 Understand Technical Presentation 2 PSE503.4 Remember Power Point Presentation 2 PSE503.5 Apply Surprise Test 2 PSE503.6 Remember Surprise Test 2 PSE503.7 Apply Group Assignment 4 PSE503.8 Apply Group Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks) CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 60 20 20 20

Understand 40 40 40 40

Apply - 40 40 40

Analyse - - - -

Evaluate - - - -

Create - - - -

Reference Books:

1. IS: 456-2000, Indian Standards Code of Practice for Plain and Reinforced Concrete. 2. IS: 10262 Recommended Guidelines for Concrete Mix Design. 3. Neville, A.M., Properties of Concrete, Prentice Hall, 1995, London. 4. Shetty M.S., Concrete Technology, S.Chand and Company Ltd. Delhi, 2003. 5. Santhakumar; Concrete Technology, Oxford University Press, 2007.

Web References:

1. http://nptel.ac.in/courses/105101004/

Online References:

1. https://onlinecourses.nptel.ac.in/noc 1_ch08/course

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17PSE504 DESIGN OF BRIDGES 3/0/0/3

Nature of Course: Problem Analytical

Course Objectives:

To understand various aspects of loads, design of bridges, IRC specifications, types and

choice for steel concrete and prestressed bridges

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE504.1 Understand the components of bridge and their importance (U)

PSE504.2 Learn the IRC specifications of bridges , highway and railway loading (R)

PSE504.3 Design a Reinforced concrete bridge (AP)

PSE504.4 Design a Reinforced concrete T-Beam bridge (AP)

PSE504.5 Learn the Design principles of long span bridges (R)

PSE504.6 Design the bearings and substructures for bridge (AP)

Course Contents:

INTRODUCTION Definition and components of bridges – Preliminary drawings - Major bridges

in India, Classification, Importance of Bridges - Investigation for bridges, choice of type,

economical span, IRC specifications for road bridges, highway and railway loading.

REINFORCED CONCRETE BRIDGES Specification of road bridges - width of carriageway - loads

to be considered - dead load - IRC standard live load - other forces acting on bridges. Impact

effect - General design considerations - Straight and curved bridge decks - decks of various

types. Design of reinforced concrete slab culvert bridges. REINFORCED CONCRETE T- BEAM

BRIDGES Load distribution theories, Design of Tee beam and Slab bridges using Pigeauds -

Method, Courbons theory - Design principles of Balanced cantilever bridges - articulation. LONG

SPAN R.C. GIRDER BRIDGES AND STEEL BRIDGES Design principles of Box girder bridges -

Design principles of continuous bridges - Design of Plate Girder bridges - Design principles of

Railway bridges, cable stayed and suspension bridges. BEARINGS AND SUBSTRUCTURES FOR

BRIDGE Design of Bridge bearing - steel rocker and roller bearings - reinforced concrete rocker

and roller bearings - elastomeric bearings. Types of Bridge substructures - Design of Piers and -

Abutments Bridge Foundations - Design of Well and Pile Foundation.

Total Hours : 45

Text Books:

1. Krishnaraju, N., Design of Bridges, Oxford and IBH Publishing Co., Bombay, Calcutta, New Delhi, 1988.

2. Ponnuswamy, S., Bridge Engineering, Tata McGraw Hill, 2008. 3. Johnson Victor, D. Essentials of Bridge Engineering, Oxford and IBH Publishing Co,

New Delhi, 2007.

Reference Books:

1. Jagadeesh.T.R. and Jayaram.M.A, Design of Bridge Structures, Prentice Hall of India Pvt. Ltd. 2004.

2. Raina V.K., Concrete Bridge Practice, Tata McGraw Hill Publishing Company, New Delhi, 1991

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3. Taylor, F.W., Thomson, S.E., and Smulski, E., “Reinforced Concrete Bridges”, John Wiley and Sons New York, 1955.

4. IRC 5 - 2000, Standard Specification and code of practice for road bridges, Section I General, Features of Design, 2000.

5. IRC 6 - 2000 Standard Specification and code of practice for road bridges, Section II General, Load and Stresses, 2000.

6. IRC 21- 2000 Standard Specification and code of practice for road bridges, Section III Cement Concrete (Plain and Reinforced), 2000.

Web References:

https://www.accessengineeringlibrary.com/browse/handbook-of-civil-engineering-calculations-second-edition/p200128239975_59001

Online References:

1. https://www.teachengineering.org/lessons/view/cub_brid_lesson02

2. http://www.aboutcivil.org/Bridge-designing.html

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE504.1 Understand Quiz 2 PSE504.2 Remember Quiz 2 PSE504.3 Apply Group Assignment 4 PSE504.4 Apply Group Assignment 4 PSE504.5 Remember Power point presentation 4 PSE504.6 Apply Group Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks) CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 40 - 30 30

Understand 60 20 20 20

Apply - 80 50 50

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE505 DESIGN OF STRUCTURES FOR DYNAMIC LOADS 3/0/0/3

Nature of Course: Problem Analytical

Course Objectives:

To attain an idea about various dynamic, impact and lateral loads and its effects on structures, the design considerations for structures with dynamic loading.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE505.1 Understand the behaviour of concrete, steel, masonry and soil under impact loads (U)

PSE505.2 Remember the concepts of degrees of freedom (R)

PSE505.3 Design the structures against earthquakes as per BIS codes (AP)

PSE505.4 Design the structures against blast and impact loads (AP)

PSE505.5 Design the structures against wind as per BIS code (AP)

PSE505.6 Learn the concept of ductility of the structure and their detailing (AP)

PSE505.7 Understand the concept of vibrations and their control measures (U)

Course Contents:

INTRODUCTION: Factors affecting design against dynamic loads ,Behaviour of concrete, steel

,masonry and soil under impact and cyclic loads ,Recap of Structural dynamics with reference to

SDOF, MDOF and continuum systems ,Ductility and its importance. DESIGN AGAINST

EARTHQUAKES: Earthquake characterization ,Response spectra ,seismic coefficient and

response (Static and Dynamic) - spectra methods of estimating loads (Approximate

Method),Response of framed, braced frames and shear wall buildings ,Design as per BIS codes of

practice ,Ductility based design.(IS 13920-1993).DESIGN AGAINST BLAST AND IMPACT:

Displacement method for three dimensional Structures, Coordinate transformations, Analysis of

space trusses and space frames.DESIGN AGAINST WIND: Characteristics of wind - Basic and

Design wind speeds - Effect of permeability of the -structure – pressure coefficient - Aero elastic

and Aerodynamic effects - Design as per BIS code of practice including Gust Factor approach -

tall buildings, stacks and chimneys. SPECIAL CONSIDERATIONS: Energy absorption capacity -

Ductility of the material and the structure - Detailing for ductility - Passive and active control of

vibrations- Sustainable materials.

Total Hours : 45

Text Books:

1. Paulay.T and Priestly. M.N.J, A seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, 1991.

2. Dowling. C.H, Blast Vibration – Monitoring and Control, Prentice Hall Inc, Englewoods Cliffs, 1985.

Reference Books:

1. Alan G. Daven Port, Wind Effects on Buildings and Structures, Proceedings of the Jubileum Conference on Wind effects on Structures, Port Alegne, Brazil, pp 25-29, May1998, Balkema A.A. Publishers, 1998.

2. Concrete Structures under Impact and Impulsive loading, Synthesis Report, CEB.Lousanne, Germany, 1988.

3. IS 1893(Part 1):2002, Criteria for earthquake resistant design of structures: Part 1,

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General Provisions and buildings 4. IS 1893(Part 4):2005, Criteria for Earthquake Resistant Design of Structures: Part 4,

Industrial structures including stack-like structure. 5. IS 1893:1984, Criteria for Earthquake Resistant Design of Structures 6. IS 4991:1968, Criteria for Blast Resistant Design of Structures for Explosions above

ground. 7. IS 6922:1973, Criteria for Safety and Design of Structures Subject to Underground

Blasts. 8. IS 13920:1993, Code of practice for Ductile Detailing of Reinforced Concrete Structures

Subjected to Seismic forces.

Web References:

1.http://onlinelibrary.wiley.com/doi/10.1002/eqe.4290110510/pdf

Online References:

1.https://www.scribd.com/document/55793833/Design-of-Structures-Subjected-to-

Dynamic-Loads

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE505.1 Understand Quiz 2 PSE505.2 Remember Quiz 2 PSE505.3 Apply Group Assignment 4 PSE505.4 Apply Group Assignment 4 PSE505.5 Apply Group Assignment 4 PSE505.6 Apply Group Assignment 2 PSE505.7 Understand Surprise test 2

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 40 - 10 10

Understand 60 - 20 20

Apply - 100 70 70

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE506 DESIGN OF SHELL AND SPACIAL STRUCTURES 3/0/0/3

Course Outcomes

Upon completion of the course, students shall have ability to

PSE506.1 Understand the concept of shells and their types (U)

PSE506.2 Design the shell structures by ASCE Manual No.31 (AP)

PSE506.3 Understand the behaviour of folded plate structures (U)

PSE506.4 Design the folded plates by ACI-ASCE Task Committee method (AP)

PSE506.5 Learn about space frames and their design philosophy (R)

PSE506.6 Perform the analysis and design the space frames (AP)

PSE506.7 Apply Formex Algebra, FORMIAN for generation of configuration (AP)

Course Contents

CLASSIFICATION OF SHELLS Classification of shells, types of shells, structural action, - Design

of circular domes, conical roofs, circular cylindrical shells by ASCE Manual No.31. FOLDED

PLATES Folded Plate structures, structural behaviour, types, design by ACI - ASCE Task

Committee method – pyramidal roof. INTRODUCTION TO SPACE FRAMES Space frames -

configuration - types of nodes - general principles of design Philosophy – Behaviour ANALYSIS

AND DESIGN Analysis of space frames – detailed design of Space frames – Introduction to

Computer Aided Design and Software Packages . SPECIAL METHODS Application of Formex

Algebra, FORMIAN for generation of configuration

Total Hours : 45

Text Books:

1. Billington.D.P, Thin Shell Concrete Structures, McGraw Hill Book Co., New York, 1982. 2. Subramanian.N, Principles of Space Structures, Wheeler Publishing Co.1999. 3. Ramasamy, G.S., Design and Construction of Concrete Shells Roofs, CBS Publishers, 1986.

Reference Books:

1. Krishnaraju, N, Advanced Reinforced Concrete Design, CBS Publishers and Distributors, New Delhi, 2003.

2. Mehdi Farshad, Design and Analysis of shell structures, Kiliwer Academic publishers, 2002.

3. Design of Cylindrical Concrete Shell roofs ASCE - manuals of Engineering Practice - No.31, ASCE, Newyork, 1952.

4. IS 2210:1988 Criteria for design of reinforced concrete shell structures and folded plates.

Nature of Course: Problem Analytical

Course Objectives:

To understand about the membrane structures To know the analysis and design of shells and spatial structures

Course Outcomes:

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Web References:

1. https://www.iass-structures.org/

Online References:

1. http://www.springer.com/in/book/9783540174981

2. https://onderwijsaanbod.kuleuven.be/syllabi/e/H05L8AE.htm#activetab=doelstellinge

n_idp7621488

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE506.1 Understand Quiz 2 PSE506.2 Apply Group Assignment 4 PSE506.3 Understand Technical Presentation 2 PSE506.4 Apply Group Assignment 4 PSE506.5 Remember Surprise Test 2 PSE506.6 Apply Group Assignment 2 PSE506.7 Apply Group Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s Category

Continuous Assessment Tests

Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - 20 20

Understand 60 40 40 40

Apply 40 60 40 40

Analyse - - - -

Evaluate - - - -

Create - - - -

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Course Contents

INTRODUCTION: Introduction to steel - concrete composite construction - theory of composite

structures – construction issues. DESIGN OF COMPOSITE MEMBERS: Design of composite

beams, slabs, columns, beam – columns - design of composite trusses. DESIGN OF

CONNECTIONS: Types of connections, Design of connections in the composite structures - shear

connections. Degree of shear connection – Partial shear interaction. COMPOSITE BOX GIRDER

BRIDGES: Introduction - behaviour of box girder bridges –Plate Girders- design concepts.

GENERAL: Case studies on steel - concrete composite construction in buildings - Seismic

Behaviour of composite structures

Total Hours : 45

Text Books:

1. Johnson R.P., Composite Structures of Steel and Concrete, Blackwell Scientific Publications, UK, 2004.

2. Oehlers D.J. and Bradford M.A., Composite Steel and Concrete Structural Members,

Fundamental behaviour, Pergamon press, Oxford, 1995

Reference Books:

1. Proceedings of Workshop on Steel Concrete Composite Structures, Anna University, 2007.

2. IS 3935:1966, Code of practice for Composite Construction 3. IS 11384:1985, Code of Practice for Composite Construction in Structural Steel and

Concrete

Web References:

1.http://www.steelconstruction.info/Composite_construction

Online References:

1. https://www.slideshare.net/pashtoonkhan35/composite-structures-of-steel-and-

concrete

17PSE507 DESIGN OF STEEL CONCRETE COMPOSITE STRUCTURES 3/0/0/3

Nature of Course: Problem Analytical

Course Objectives:

To know the in-depth overview for the design of various steel concrete composite structures having applications in construction

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE507.1Understand the concept of steel-concrete composite construction (U)

PSE507.2 Design the composite members (AP)

PSE507.Design the connections for composite members (AP)

PSE507.4 Learn the design concepts for composite box girder bridge (R)

PSE507.5 carry out case studies on steel-concrete composite construction in buildings (AP)

PSE507.6 Understand the seismic behaviour of composite structures (U)

:

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2. https://c.ymcdn.com/sites/www.nibs.org/resource/resmgr/BSSC/94NEHRP_Chapter7.

pdf

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE507.1 Understand Quiz 2 PSE507.2 Apply Group Assignment 4 PSE507.3 Apply Group Assignment 4 PSE507.4 Remember Power Point Presentation 4 PSE507.5 Apply Group Assignment 4 PSE507.6 Understand Surprise Test 2

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks) CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - 40 20 20

Understand 40 20 40 40

Apply 60 40 40 40

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE508 DESIGN OF TALL BUILDINGS 3/0/0/3 Nature of Course: Problem Analytical Course Objectives:

To know the Concepts ,Loading ,Behavior of tall buildings ,Analysis and design of tall systems, Stability of tall systems

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE508.1 Learn the design principles and loading of tall buildings (R)

PSE508.2 Understand the behaviour of various Structural systems (U)

PSE508.3 Perform approximate and accurate analysis of buildings as total structural

System (AN)

PSE508.4 Carry out computerized general three dimensional analysis (AN)

PSE508.5 Design the buildings for creep, shrinkage, temperature and fire resistance (AP)

PSE508.6 Perform analysis to check the stability of tall buildings (AP)

Course Contents:

DESIGN PRINCIPLES AND LOADING: Design philosophy, loading, sequential loading, materials –Gravity - loading - Wind loading - Earthquake loading. Equivalent lateral forces, Model Analysis, Combination of loads. BEHAVIOUR OF VARIOUS STRUCTURAL SYSTEMS: Factors affecting growth, Height and Structural form. High rise behaviour, Rigid frames, braced frames, In filled frames, shear walls, coupled shear walls, wall-frames, tubulars, cores, outrigger - braced and hybrid mega systems. ANALYSIS AND DESIGN: Space frames - configuration - types of nodes - general principles of design Philosophy - Behaviour Modelling for approximate analysis, Accurate analysis and reduction techniques, Analysis of buildings as total structural system considering overall integrity and major subsystem interaction, Analysis for member forces, drift and twist, computerized general three dimensional analysis. STRUCTURAL ELEMENTS: Sectional shapes, properties and resisting capacity, design, deflection, cracking, prestressing, shear flow, Design for differential movement, creep and shrinkage effects, temperature effects and fire resistance. STABILITY OF TALL BUILDINGS: Overall buckling analysis of frames, wall-frames, Approximate methods, second order effects of gravity of loading, P-Delta analysis, simultaneous first-order and P-Delta analysis, Translational, Torsional instability, out of plumb effects, stiffness of member in stability, effect of foundation rotation.

Total Hours : 45 Text Books:

1.Bryan Stafford Smith and Alexcoull, Tall Building Structures - Analysis and Design, John Wiley and Sons, Inc., 1991. 2.Taranath, B.S., Analysis and Design of Tall Buildings, McGraw-Hill co, 1988 Reference Books:

1. Ramaswamy, S.D. and Yam.C. T. Proceedings of the International Conference on Tall Buildings, Singapore, 1984.

2. Smith, B.S., and Coull, A., Tall Building Structures Analysis and Design, John Wiley and Sons, Inc, 1991.

3. Fintel, M., Hand Book of Concrete Engineering, Van Nostrand Reinhold co, 1974. 4. Mehta, J.B., High Rise Buildings, M/s Skyline, 1978.

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5. Coull, A., and Smith,S.B. Tall Buildings, Pergamon Press, London, 1997. 6. Beedle, L.S., Advances in Tall Buildings CBS publishers and Distributors, Delhi, 1996.

Bangash, M.Y.H. Prototype Building Structures – Analysis and Design, Thomas Telford, 1999 Web References:

1. https://www.crcpress.com/Structural-Analysis-and-Design-of-Tall-Buildings-Steel-and- Composite-Construction/Taranath/p/book/9781439850893 Online References:

1. http://www.iitk.ac.in/nicee/wcee/article/10_vol7_3635.pdf

2. http://peer.berkeley.edu/publications/peer_reports/reports_2010/web_PEER2010_05

_GUIDELINES.pdf

3. http://www.thorntontomasetti.com/wp-

content/uploads/2012/02/Super_Tall_Design.pdf

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE508.1 Remember Quiz 2 PSE508.2 Understand Quiz 2 PSE508.3 Analyse Technical Presentation 4 PSE508.4 Analyse Power Point Presentation 4 PSE508.5 Apply Group Assignment 4 PSE508.6 Apply Group Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 40 - 20 20

Understand 60 20 20 20

Apply - 80 30 30

Analyse - - 30 30

Evaluate - - - -

Create - - - -

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17PSE509 DISASTER MANAGEMENT 3/0/0/3

Nature of Course: Theoretical

Course Objectives:

To understand about various disaster management approaches To understand the applications of technology in risk reduction To learn about awareness of risk reduction To get exposure on development planning methods

To get knowledge on seismicity

Course Outcomes:

PSE509.1 Understand the design methodologies of compression members (U)

PSE509.2 Apply the various risk reduction technology (AP)

PSE509.3 Analyse the concept of remote sensing in risk management (AN)

PSE509.4 Remember the various awareness mechanisms (R)

PSE509.5 Analyse the various development methodologies (AN)

PSE509.6 Remember the earthquake faults and measurement (R)

Course Contents:

INTRODUCTION: Introduction, Disaster preparedness, Goals and objectives of ISDR

Programme, Risk identification, Risk sharing, Disaster and development: Development plans and

disaster management, Alternative to dominant approach, disaster-development linkages,

Principle of risk partnership. APPLICATION OF TECHNOLOGY IN DISASTER RISK

REDUCTION : Application of various technologies: Data bases, RDBMS, Management

Information systems, Decision support system and other systems, Geographic information

systems, Intranets and extranets, video teleconferencing. Trigger mechanism, Remote sensing,

an insight, contribution of remote sensing and GIS, Case study. AWARENESS OF RISK

REDUCTION : Trigger mechanism, constitution of trigger mechanism, risk reduction by

education – disaster information network, risk reduction by public awareness. DEVELOPMENT

PLANNING ON DISASTER : Implication of development planning, financial arrangements ,

areas of improvement, disaster preparedness, community based disaster management,

emergency response. SEISMICITY: Seismic waves, Earthquakes and faults, measures of an

earthquake, magnitude and intensity, ground damage, Tsunamis and earthquakes.

Total Hours : 45

Reference Books:

1. PardeepSahni, Madhavimalalgoda and Ariyabandu, “Disaster risk reduction in southasia”, PHI.

2. Amitasinvhal, “Understanding Earthquake Disasters” TMH, 2010. 3. Pardeepsahni, AlkaDhameja and Uma medury, “Disaster mitigation: Experiences and

Reflections”, PHI

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38

Web References:

1.http:// nptel.ac.in/courses/122102006/9/

Online References:

1.https://tcyonline.com/video-tutorials-disaster-management/94374/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE509.1 Understand Quiz 3 PSE509.2 Apply Assignment 4 PSE509.3 Analyse Assignment 4 PSE509.4 Remember Quiz 3 PSE509.5 Analyse Assignment 2 PSE509.6 Remember Presentation 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 20 - 10 30

Understand 10 10 10 10

Apply 30 20 40 40

Analyse 20 - 30 20

Evaluate - - - -

Create - - - -

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39

17PSE510 INDUSTRIAL STRUCTURES 3/0/0/3 Nature of Course: Theoretical

Course Contents:

PLANNING AND FUNCTIONAL REQUIREMENTS : Classification of Industries and Industrial

structures, planning for Layout Requirements regarding Lighting, Ventilation and Fire Safety ,

Protection against noise and vibration ,Guidelines of Factories Act. INDUSTRIAL BUILDINGS:

Roofs for Industrial Buildings , Steel and RCC , Gantry Girders , Design of Corbels and Nibs

,Machine foundations. POWER PLANT STRUCTURES: Types of power plants , Design of Turbo

generator foundation , Containment structures. POWER TRANSMISSION STRUCTURES:

Transmission Line Towers , Substation Structures , Tower Foundations , Testing of Towers.

AUXILLIARY STRUCTURES: Chimneys and cooling Towers , Bunkers and Silos , Pipe

supporting structures

Total Hours : 45

Reference Books:

Manohar, S.N, Tall Chimneys - Design and Construction, Tata McGraw Hill, 1985. Santhakumar, A.R.and Murthy S.S., Transmission Line Structures, Tata McGraw Hill,

1992. Srinivasulu P. and Vaidyanathan.C, Handbook of Machine Foundations, Tata McGraw

Hill, 1976. Jurgen Axel Adam, Katharria Haussmann, Frank Juttner, Klauss Daniel, Industrial

Buildings: A Design Manual, Birkhauser Publishers, 2004. IS 14689:1999, Code of practice for fire safety in industrial buildings (Printing and

Publishing Industry).

Course Objectives:

To get knowledge on basic industrial structures To get exposure on industrial roof To learn about power plant structures To learn about power transmission structures

To know about chimneys and cooling towers, bunkers, silos.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE510.1 Understand the functional requirement of industrial structures (U)

PSE510.2 Analyse the roof structures (AN)

PSE510.3 Analyse and design the power plant structures (AN)

PSE510.4 Apply the design methodologies of transmission structures (AP)

PSE510.5 Anlyse the chimneys and cooling towers (AN)

PSE510.6 Analyse the bunkers and silos. (AN)

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40

Web References:

1.http://nptel.ac.in/courses/105106113/3/

Online References:

1.https://onlinecourses.nptel.ac.in/noc16_ee02/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE510.1 Understand Quiz 3 PSE510.2 Analyse Assignment 3 PSE510.3 Analyse Assignment 3 PSE510.4 Apply Presentation 5 PSE510.5 Analyse Assignment 3 PSE510.6 Analyse Assignment 3

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand 10 20 40 30

Apply 30 20 40 40

Analyse 20 20 20 30

Evaluate - - - -

Create - - - -

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M.E: STRUCTURAL ENGINEERING

41

17PSE511 MAINTENANCE AND REHABILITATION OF STRUCTURES 3/0/0/3 Nature of Course: Theoretical Course Objectives:

To understand the retrofitting methods To know repair strategies To know serviceability and durability of concrete To study the material and techniques for repair To learn about repairing of structures

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE511.1 Remember the building repair methodologies (R)

PSE511.2 Remember the serviceability characteristics of concrete (R)

PSE511.3 Understand the durability characteristics of concrete (U)

PSE511.4 Apply the repair techniques for structures (AP)

PSE511.5 Understand about strengthening of structures (U)

PSE511.6 Apply the strengthening techniques for structures (AP)

Course Contents:

MAINTENANCE AND REPAIR STRATEGIES: Maintenance, repair and rehabilitation, Facets of

Maintenance, importance of Maintenance various aspects of Inspection, Assessment procedure

for evaluating a damaged structure, causes of deterioration, surface defects, color variation,

other surface blemishes. SERVICEABILITY AND DURABILITY OF CONCRETE: Permeability

,surface wear, crystallization of salt in pores, Frost action, Effects of fire Deterioration of

concrete by chemical reactions, reactions involving the formation of expansive products,

sulphate attack, Alkali aggregate reaction, concrete in marine Environment, salt weathering

efflorescence. MATERIALS AND TECHNIQUES FOR REPAIR: Special concretes and mortar,

concrete chemicals, special elements for accelerated strength gain, Expansive cement, polymer

concrete, sulphur infiltrated concrete, ferro cement and polymers coating for rebars loadings

from concrete, mortar and dry pack, vacuum concrete, Gunite and Shotcrete, Epoxy injection,

Mortar repair for cracks, shoring and underpinning. Methods of corrosion protection, corrosion

inhibitors, corrosion resistant steels and cathodic protection, corrosion of embedded steel in

concrete. REPAIRS TO STRUCTURES: Repair of structures distressed due to earthquake ,

Strengthening using FRP ,Strengthening and stabilization techniques for repair-strengthening of

reinforces concrete by external bonding of steel plates-leak sealing, surface coating ,underwater

repair, repair of concrete floors. REHABILITATION AND RETROFITTING: Testing and

evaluation , Classification of structures for safety point of view , methods of strengthening for

different disasters , engineered demolition techniques for dilapidated structures.

Total Hours : 45 Text Books:

1.S.R.Damodaraswamy&S.Kavitha, Basics of Dynamics and Aseismic Design, PHI Learning ,2009.

2.Pankaj Agarwal & shrikhande , Earth quake resistant Design of Structures, PHI Learning ,2009.

3.Chopra A.K., “Dynamics of Structures - Theory and Applications to Earthquake Engineering”, Second Edition, Pearson Education, 2007.

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Reference Books:

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

2. Allen R.T and Edwards S.C, Repair of Concrete Structures, Blakie and Sons, UK, 1987.

3. Raikar, R.N., Learning from failures - Deficiencies in Design, Construction and Service RandD Centre (SDCPL), RaikarBhavan, Bombay, 1987.

4.Santhakumar, A.R., Concrete Technology, Oxford University Press, 2007

5. Peter H.Emmons, Concrete Repair and Maintenance Illustrated Galgotia Publications pvt. Ltd., 2001.

6. Dayaratnam, P and Rao R, Maintenance and Durability of Concrete Structures, University Press, India, 1997.

7. IS 4130: Safety code for demolition of buildings.

8. SP 25(S&T): 1984, Handbook on causes and prevention of cracks in building.

9. IS 13935:1993, Guidelines for repair and seismic strengthening of buildings.

Web References:

http://nptel.ac.in/courses/114106035/38/

Online References:

https://onlinecourses.nptel.ac.in/noc15_ce05/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE511.1 Remember Quiz 2 PSE511.2 Remember Quiz 2 PSE511.3 Understand Presentation 4 PSE511.4 Apply Assignment 5 PSE511.5 Understand Quiz 2 PSE511.6 Apply Assignment 5

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks) CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 20 20 20 30

Understand 20 10 30 20

Apply 20 20 20 30

Analyse 10 10 20 20

Evaluate - - - -

Create - - - -

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M.E: STRUCTURAL ENGINEERING

43

17PSE512 STABILITY OF STRUCTURES 3/0/0/3 Nature of Course: Theoretical Course Objectives:

To study the inelastic buckling concept To understand the concept of bucking of column To Study the types of bucking of frames To study the torsional buckling concepts To learn about plates buckling

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE512.1 Remember the buckling concept of column (R)

PSE512.2 Understand the concept of buckling of frames (U)

PSE512.3 Apply the torsional bucking concept (AP)

PSE512.4 Analyse the plates for buckling (AN)

PSE512.5 Apply the inelastic behaviour of materials (AP)

PSE512.6 Analyse the inelastic character of column (AN)

Course Contents:

BUCKLING OF COLUMNS: States of equilibrium, Classification of buckling problems, concept of

equilibrium, energy, imperfection and vibration approaches to stability analysis, Eigen value

problem. Governing equation for columns, Analysis for various boundary conditions, using

Equilibrium, Energy methods. Approximate methods, Rayleigh Ritz, Galerkins approach,

Numerical Techniques, Finite difference method, Effect of shear on buckling. BUCKLING OF

BEAM-COLUMNS AND FRAMES: Theory of beam column, Stability analysis of beam column

with single and several concentrated loads, distributed load and end couples Analysis of rigid

jointed frames with and without sway. TORSIONAL AND LATERAL BUCKLING: Torsional

buckling, Torsional and flexural buckling, Local buckling. Buckling of open Sections. Numerical

solutions. Lateral buckling of beams, pure bending of simply supported beam and cantilever.

BUCKLING OF PLATES: Governing differential equation , Buckling of thin plates, various edge

conditions ,Analysis by equilibrium and energy approach , Approximate and Numerical

techniques. INELASTIC BUCKLING: Double modulus theory, Tangent modulus theory,

Shanleys model, Eccentrically loaded inelastic column. Inelastic buckling of plates, Post

buckling behaviour of plates

Total Hours : 45

Text Books:

1.S.R.Damodaraswamy&S.Kavitha, Basics of Dynamics and Aseismic Design, PHI Learning ,2009.

2.Pankaj Agarwal &shrikhande , Earth quake resistant Design of Structures, PHI Learning ,2009.

3.Chopra A.K., “Dynamics of Structures - Theory and Applications to Earthquake Engineering”,

Second Edition, Pearson Education, 2007.

Reference Books:

1. Timoshenko, S., and Gere, Theory of Elastic Stability, McGraw Hill Book Company, 1961. 2. Chajes, A. Principles of Structures Stability Theory, Prentice Hall, 1974. 3. Ashwini Kumar, Stability Theory of Structures, Tata McGraw Hill Publishing Company

Ltd., New Delhi, 1995.

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M.E: STRUCTURAL ENGINEERING

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4. Iyenger, .N.G.R., Structural stability of columns and plates, Affiliated East West Press, 1986.

5. Gambhir, Stability Analysis and Design of Structures, Springer, New York, 2004. 6. Alfutov, N A, Stability of Elastic structures, Springerverlag, 2000.

Web References:

1.http://nptel.ac.in/courses/105999912// Online References:

1.https://onlinecourses.nptel.ac.in/noc 2_ch09/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE512.1 Remember Quiz 2 PSE512.2 Understand Quiz 2 PSE512.3 Apply Assignment 4 PSE512.4 Analyse Assignment 4 PSE512.5 Apply Presentation 4 PSE512.6 Analyse Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks) CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 40 20 10 20

Understand 20 40 20 20

Apply 20 20 40 30

Analyse 20 - 20 30

Evaluate - - - -

Create - - - -

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M.E: STRUCTURAL ENGINEERING

45

17PSE513 PREFABRICATED STRUCTURES 3/0/0/3 Nature of Course: Theoretical Course Objectives:

To know the IS codal specifications To understand the design principles of prefabricated structures To study about prefabricated walls To learn about prefabricated floors, stairs, roof

To study about industrial buildings

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE513.1 Remember structural requirements of prefabricated units (R)

PSE513.2 Understand the design principles (U)

PSE513.3 Apply the design methods for the prefabricated walls (AP)

PSE513.4 Analyse the floors and stairs (AN)

PSE513.5 Analyse the prefabricated roofs (AN)

PSE513.6 Analyse the industrial buildings (AN)

Course Contents:

INTRODUCTION: General Civil Engineering requirements, specific requirements for planning and layout of ,prefabricates plant. IS Code specifications. DESIGN PRINCIPLES: Modular co-ordination, standardization, Disuniting, of Prefabricates, production, transportation, erection, stages Of loading and codal provisions, safety factors, material properties, Deflection control, Lateral load resistance, Location and types of shear walls. WALLS: Prefabricated structures, Long wall and cross wall large panel buildings, framed buildings with partial and curtain walls, single storey. Types of wall panels, Partition and load bearing walls, load transfer from floor to wall panels, vertical loads, Eccentricity and stability of wall panels, Design Curves, types of wall joints, their behaviour and design, Leak prevention, joint sealants, sandwich wall panels, approximate design of shear walls. FLOORS, STAIRS AND ROOFS: Types of floor slabs, analysis and design example of cored and panel types and two way systems, types of roof slabs and insulation requirements, Description of joints, their behaviour and reinforcement requirements, Deflection control for short term and long term loads, Ultimate strength calculations in shear and flexure. DESIGN OF INDUSTRIAL BUILDINGS: Components of single storey industrial sheds with crane gantry systems, Design of R.C. Roof Trusses, Roof Panels, Design of R.C. cranegantry girders, corbels and columns, wind bracing design, Design of shell roofs for Industrial sheds. Total Hours : 45 Text Books:

1.S.R.Damodaraswamy&S.Kavitha, Basics of Dynamics and Aseismic Design, PHI Learning ,2009.

2.Pankaj Agarwal & shrikhande , Earth quake resistant Design of Structures, PHI Learning ,2009.

Chopra A.K., “Dynamics of Structures - Theory and Applications to Earthquake Engineering”,

Second Edition, Pearson Education, 2007.

Reference Books:

1. B.Lewicki, Building with Large Prefabricates, Elsevier Publishing Company, Amsterdam/ London/New York, 1966.

2. Koncz.T, Manual of Precast Concrete Construction, Vol.I II and III, Bauverlag, GMBH, 1971.

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3. Structural Design Manual, Precast Concrete Connection Details, Society for the Studies in the use of Precast Concrete, Netherland BetorVerlag, 1978.

4. LassloMokk, Prefabricated Concrete for Industrial and Public Sectors, AkademiaiKiado, Budapest, 1964.

5. Murashev.V., Sigalov.E., and Bailov.V., Design of Reinforced Concrete Structures, Mir Publishers, 1968.

6. Warszawski, A., Industrialization and Robotics in Building - A managerial approach, Harper and Row, 1990

7. Gerostiza. C.Z., Hendrikson, C. and Rehat D.R., Knowledge Based Process Planning for Construction and Manufacturing, Academic Press, Inc., 1989.

Web References:

1.http://nptel.ac.in/courses/105106118// Online References:

1.https://nptel.ac.in/syllabus/noc 1_ch07/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE513.1 Remember Quiz 3 PSE513.2 Understand Quiz 3 PSE513.3 Apply Presentation 2 PSE513.4 Analyse Assignment 4 PSE513.5 Analyse Assignment 4 PSE513.6 Analyse Assignment 4

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 10 20 20 10

Understand 20 40 20 20

Apply 30 20 40 30

Analyse 30 - 20 40

Evaluate - - - -

Create - - - -

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17PSE514 PRESTRESSED CONCRETE 3/0/0/3

Nature of Course: Analytical

Course Objectives:

To study the design of continuous beams

To know the principle of pre-stressing To understand the design methodologies of flexural member To get exposure on shear and torsion To learn the tension , compression members

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE514.1 Understand the design principle of pre- stressing (U)

PSE514.2 Understand the design of flexural members (U)

PSE514.3 Analyse the shear and torsional properties (AN)

PSE514.4 Apply the design concepts in tension members (AP)

PSE514.5 Apply the design concepts in compression members (AP)

PSE514.6 Analyse the continuous beams (AN)

Course Contents:

PRINCIPLES OF PRE-STRESSING: Difference between reinforced and prestressed concrete.

Principles of prestressing ,Methods and systems of prestressing ,Principles of Electro thermal

prestressing& chemical prestressing , Classification of prestressed concrete structures ,

Materials , High strength concrete and High strength steel , stress , strain diagrams. Losses in

Prestress: Loss due to elastic shortening in pretensioned and post tensioned beams. Loss due to

creep, shrinkage, relaxation, friction , Approximate percentage of various losses in

pretensioned and post tensioned beams. DESIGN OF FLEXURAL MEMBERS

: Design of prismatic prestressed concrete members for bending at working loads ,

Magnel’s graphical method , check for ultimate load stage (Limit State Design) , Non

prismatic members (Design principles only) , Simple cable profiles , calculation of

deflections. DESIGN FOR SHEAR AND TORSION

Design of beams for shear and Torsion at working and ultimate loads. Design of Anchorage Zone

by Guyon’s method - Concept of Mangel’s method ,IS 1343 recommendations. Design of end

blocks. DESIGN OF TENSION, COMPRESSION AND COMPOSITE MEMBER: Design of tension

members , Design of columns subjected to bending moment and axial compression for

working and ultimate loads. Composite prestressed concrete beams , Design procedure ,

calculation of stresses at important stages both for propped and unpropped constructions ,

Design of shear connectors , Shrinkage Stresses. DESIGN OF CONTINUOUS BEAMS: Statically

indeterminate structures , concept of concordant cable and linear transformations , sketching of

pressure lines for continuous beams and single span single storey rigid frame. Design principles

of partially prestressed concrete structures , circular prestressing - Design of a circular tank for

circular and vertical prestressing.

Total Hours : 45

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Reference Books:

1. Krishna Raju.N, “Prestressed Concrete”, Tata Mc Graw Hill Publishing Company Ltd, New Delhi, 2000.

2. Rajagopalan.N, “Prestressed Concrete”, Alpha Science International Ltd., UK, 2005. 3. Dayaratnam.P, “Prestressed Concrete Structures”, Oxford and India Book House Ltd.,

Chennai, 1982. 4. Lin.T.Y and Ned H Burns, “Design of Prestressed Concrete Structures”, John Willey and

Sons, NewYork, 1982. 5. Sinha.N.C and Roy.S.K, “Fundamentals of Prestressed Concrete”, S.Chand and Company,

New Delhi, 1998. 6. Kachaturian and Gurfinkel, “Prestressed Concrete”, McGraw Hill, New York, 1961. 7. IS 1343-2012: Code of Practice for Prestressed Concrete

Web References:

1.http://nptel.ac.in/courses/105106117//

Online References

1.https://nptelvideos.in/2012/11/prestressed-concrete-structures.html/course

Assessment Methods & Levels (based on Bloom’s Taxonomy

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE514.1 Understand Quiz 3 PSE514.2 Understand Quiz 3 PSE514.3 Analyse Assignment 5 PSE514.4 Apply Presentation 2 PSE514.5 Apply Presentation 2 PSE514.6 Analyse Assignment 5

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests

Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember - - - -

Understand - 60 40 30

Apply - 20 20 40

Analyse - 20 10 30

Evaluate - - - -

Create - - - -

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17PSE515 EXPERIMENTAL METHODS AND MODEL ANALYSIS 3/0/0/3

Nature of Course: Theoretical

Course Objectives:

To understand about strain measurement methods To understand about vibration measurement methods To understand about destructive testing methods To get exposure on wind and acoustics measurement To learn about distress measurement

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE516.1 Understand the strain measurement methods (U)

PSE516.2 Understand the vibration measurement methodologies (U)

PSE516.3 Remember the wind measurement methods (R)

PSE516.4 Analyse the acoustic measurement techniques (AN)

PSE516.5 Apply the distress measurement technologies (AP)

PSE516.6 Analyse the destructive testing methods for structures (AN)

Course Contents: FORCES AND STRAIN MEASUREMENT: Choice of Experimental stress analysis methods, Errors in measurements, Strain gauge, principle, types, performance and uses. Photo elasticity, principle and applications, Hydraulic jacks and pressure gauges, Electronic load cells, Proving Rings, Calibration of Testing Machines, Long-term monitoring , vibrating wire sensors, Fibre optic sensors. VIBRATION MEASUREMENTS : Characteristics of Structural Vibrations, Linear Variable Differential Transformer (LVDT), Transducers for velocity and acceleration measurements. Vibration meter, Seismographs, Vibration Analyzer, Display and recording of signals, Cathode Ray Oscilloscope, XY Plotter, Chart Plotters, Digital data Acquisition systems .ACOUSTICS AND WIND FLOW MEASURES : Principles of Pressure and flow measurements, pressure transducers, sound level meter, venturimeter and flow meters, wind tunnel and its use in structural analysis, structural modelling, direct and indirect model analysis. DISTRESS MEASUREMENTS AND CONTROL: Diagnosis of distress in structures, crack observation and measurements, corrosion of reinforcement in concrete, Half cell, construction and use, damage assessment, controlled blasting for demolition, Techniques for residual stress measurements. NON DESTRUCTIVE TESTING METHODS: Load testing on structures, buildings, bridges and towers, Rebound Hammer, acoustic emission, ultrasonic testing principles and application, Holography, use of laser for structural testing , Brittle coating, Advanced NDT methods , Ultrasonic pulse echo, Impact echo, impulse radar techniques, GECOR , Ground penetrating radar (GPR).

Total Hours : 45

Reference Books:

1. Sadhu Singh, Experimental Stress Analysis, Khanna Publishers, New Delhi, 1996. 2. Dalley., J.W and Riley.,W.F, Experimental Stress Analysis, McGraw Hill Book Company,

N.Y.1991. 3. Srinath.L.S, Raghavan.M.R, ingaiah.K, Gargesha.G, Pant.B and Ramachandra.K,

Experimental Stress Analysis, Tata McGraw Hill Company, New Delhi, 1984

4. Sirohi.R.S., Radhakrishna.H.C, Mechanical Measurements, New Age International (P) Ltd. 1997.

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5. Bray,.D.E. and Stanley,.R.K., Course Material on Non-destructive Evaluation, 6.McGraw Hill Publishing Company, New York.1989.

6. Ravisankar,.K. and Chellappan, A., Advanced Course on Non-Destructive Testing and Evaluation of Concrete Structures, SERC, Chennai, 2007.

7. Ganesan,T.P, Model Analysis of Structures, University Press, India, 2000.

Web References:

1.http://nptel.ac.in/courses/112106068//

Online References:

1.https://onlinecourses.nptel.ac.in/noc16_me08/course

Assessment Methods & Levels (based on Bloom’s Taxonomy)

Formative assessment based on Capstone Model (Max. Marks : 20)

Course Outcome

Bloom’s Level Assessment Component Marks

CE504.1 Understand Assignment 4 CE504.2 Understand Assignment 4 CE504.3 Remember Quiz 3 CE504.4 Analyse Presentation 3 CE504.5 Apply Presentation 3 CE504.6 Analyse Presentation 3

Summative assessment based on Continuous and End Semester Examination

Bloom’s

Category

Continuous Assessment Tests Semester End

Examination

(60 Marks)

CIA1

(6 Marks)

CIA2

(6 Marks)

Term

Examination

(8 Marks)

Remember 20 10 10 40

Understand 30 20 20 30

Apply 20 - 40 20

Analyse 20 30 40 10

Evaluate - - - -

Create - - - -

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17PSE516 THEORY OF PLATES 3/0/0/3

Nature of Course: Analytical

Course Objectives: To study the behaviour and analysis of thin plates and the behaviour of anisotropic and

thick plates.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE516.1 Have clear knowledge of mathematical descriptions of the mechanics of flat plates.

[R]

PSE516.2 Know the advanced methods in theory of plates [U]

PSE516.3 Analyse the deformation and stresses in the plates subjected to loads [AN]

PSE516.4 Analyse the plates by special and approximate methods [AN]

Course Contents: INTRODUCTION: Thin and thick plates – Plate behaviour – Material behaviour – Isotropic and orthotropic Materials. Small Deflection Theory and Classical Methods Differential equation of plates in Cartesian Coordinates system – boundary conditions – Rigorous solution – Naveir’s method – Levy’s method. SYMMETRICAL BENDING OF CIRCULAR PLATES: Differential equation for symmetrical bending of laterally loaded circular plates – Simply supported edges – clamped edges – circular plate with a circular hole at the center – circular plate concentrically loaded. APPROXIMATE METHODS: Energy method – Galerkins Method – Ritz Method – Simultaneous bending and stretching. Numerical Methods Finite difference method – Introduction to Finite Element Method. PLATE OF OTHER SHAPES: Triangular plates – Elliptic plates – Sector plates – Skew plates – Plates on elastic foundation – Continuous plates. ADVANCED TOPICS: Large Deflection theory – Shear Deformation Theories – Mindlin’s theory of plates – Flat plates – Engineering approach to design of Rectangular floor slabs. Total Hours: 45 Text Books: 1.Rudolph Szilard., “Theory and Analysis of Plates”, Prentice Hall, 1995.

2.Timoshenko and Krieger., “Theory of Plates and Shells”, Mc-Graw Hill Inc, New York, 1959

Reference Books:

1.Donnel, L.H., “Beams, Plates and Shells”, McGraw Hill Inc, 1976

2.Bairagi. N.K., “A Text Book of Plate Analysis”, Khanna Publishers”, New Delhi, 1996

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Web References:

https://www.youtube.com/watch?v=Ndv1rWr4ke4

Online Resources:

https://www.youtube.com/watch?v=N4KrZ_DczrE

Assessment Methods & Levels (based on Blooms Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE516.1 Remember Quiz 4

PSE516.2 Understand Group Assignment 4

PSE516.3 Analyse Class Presentation 6

PSE516.4 Analyse Class Presentation 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember 30 10 10 10

Understand 70 65 50 40

Apply - - - -

Analyse - 25 40 50

Evaluate - - - -

Create - - - -

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17PSE517 ADVANCED CONSTRUCTION TECHNOLOGY 3/0/0/3

Nature of Course :Theoretical

Course Objectives:

To get an overview of advanced Construction Technology stating the modern construction methods, for bridges roads railways tunnels and many special service sections in modern construction.

To gather construction experience about the modern methods in construction

technology

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE517.1 Remember the concept in substructure and super structure construction [R]

PSE517.2 Understand the modern technology used in construction. [U]

PSE517.3 get in depth knowledge in various repair techniques. [U]

PSE517.4 Apply the current trends in modern management [AP]

PSE517.5 Estimate the cost for different projects [AN]

Course Contents:

SUB-STRUCTURE CONSTRUCTION: Box jacking – Pipe jacking – Under water construction of

diaphragm walls and basement –Tunnelling techniques – driving well and caisson – sinking

cofferdam – cable anchoring and grouting – driving diaphragm walls, sheet piles – laying

operations for built up offshore system –shoring for deep cutting large reservoir construction

with membrane and earth system –well points – dewatering and stand by plant equipment for

underground open excavation. SUPER STRUCTURE CONSTRUCTION Vacuum dewatering of

concrete flooring – concrete paving technology – techniques of construction for continuous

concreting operation in tall buildings of various shapes and varying sections – launching

techniques – suspended form work – erection techniques of tall structures, large span

structures – launching techniques for heavy decks – in situ prestressing in high rise structures,

aerial transporting, handling and erecting light weight components on tall structures –erection

of lattice towers and rigging of transmission line structures – construction sequence in cooling

towers, silos, chimney, sky scrapers, bow string bridges, cable stayed bridges –launching and

pushing of box decks – Advanced construction techniques in offshore construction practice.

REPAIR CONSTRUCTION : Mud jacking grout through slab foundation – micro piling for

strengthening floor and shallow profile – pipeline laying – protecting sheet piles, screw anchors

– sub grade – water proofing –under pinning advanced techniques – Sequence in demolition and

dismantling. ORGANIZING PROJECT MANAGEMENT: What is project Management – Trends in

Modern Management – Strategic Planning and Project Programming organization of project

participants – Traditional Designer – Constructor sequence– Professional Construction

Management – owner – Builder Operation – Turnkey operation –Leadership and Motivation for

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the project team – Interpersonal Behaviour in Project-Organizations – Perception of Owners

and Contractors. Innovation and Technological Feasibility– Innovation and Economic Feasibility

– Geotechnical Engineering: Investigation Construction Planning – Computer aided planning.

LABOUR, MATERIAL, EQUIPMENT AND FINANCIAL MANAGEMENT: Factors affecting job-site

productivity of labour – Labour relations in construction – Problems in collective bargaining –

Materials procurement and Delivery – Inventory control – Tradeoffs of costs in Materials

Management – Construction equipment – Choice of equipment and standard production rates –

Equipments for industrial construction and pre-fabrication. Type of Construction cost estimates

– Unit cost method of estimation – Application of cost indices to estimating – Estimate based on

Engineers list of quantities allocation of construction costs over time – Estimation of operating

costs – Computer Aided Cost Estimation.

Total Hours: 45

Text Books:

1.Jerry Irvine Advanced Construction Techniques, CA Rocker, 2001 2.Chitkara.K.K., Construction Project Management, Tata McGraw Hill Co., New Delhi, 2003. Reference Books: 1.Seetharaman S, Construction Engineering and Management, Umesh Publications, NaiSarak, Delhi Web References: 1.https://www.youtube.com/watch?v=pIdaC_I6H_M Online Resources: 1.https://www.youtube.com/watch?v=3Do2cZMUGYc

Assessment Methods & Levels (based on Blooms Taxonomy) Formative assessment based on Capstone Model (Max. Marks:20)

Course Outcome

Bloom’s Level Assessment Component Marks

PSE517.1 Remember Apply 3

PSE517.2 Understand Analyse 4

PSE517.3 Understand Apply 5

PSE517.4 Apply Analyse 3

PSE517.5 Analyse Apply 5

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Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember 30 10 - 10

Understand 70 65 60 40

Apply - 25 30 20

Analyse - - 40 30

Evaluate - - 10 -

Create - - - -

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17PSE518 SOIL STRUCTURE INTERACTION 3/0/0/3 Nature of Course : Analytical Course Objectives: To know the concepts of soil foundation interaction, different soil models, elastic analysis of piles. Course Outcomes:

Upon completion of the course, students shall have ability to PSE518.1 Know the concept of soil behavior [R]

PSE518.2 Gain knowledge on elastic behavior of knowledge. [U]

PSE518.3 Gain knowledge on plastic behavior of knowledge. [U]

PSE518.4 Have in-depth knowledge in soil models [AP]

Course Contents:

SOIL-FOUNDATION INTERACTION: Introduction to soil-foundation interaction problems – Soil

behaviour, Foundation behaviour, Interface behaviour, Scope of soil foundation interaction analysis, Soil

response models, Winkler, Elastic continuum, two parameter elastic models, Elastic plastic behaviour,

Time dependent behaviour. BEAM ON ELASTIC FOUNDATION- SOIL MODELS: Infinite beam, two

parameters, Isotropic elastic half-space, Analysis of beams of finite length, Classification of finite

beams in relation to their stiffness. PLATE ON ELASTIC MEDIUM: Infinite plate, Winkler, Two

parameters, Isotropic elastic medium, Thin and thick plates, Analysis of finite plates, rectangular

and circular plates, Numerical analysis of finite plates, Simple solutions. ELASTIC ANALYSIS OF

PILE: Elastic analysis of single pile, Theoretical solutions for settlement and load distributions,

Analysis of pile group, Interaction analysis, Load distribution in group with rigid cap.

LATERALLY LOADED PILE: Load deflection prediction for laterally loaded piles, Sub grade

reaction and elastic analysis, Interaction analysis, Pile raft system, Solutions through influence

charts.

Total Hours: 45

Text Books: Selvadurai, A.P.S., Elastic Analysis of Soil Foundation Interaction, Elsevier.1979 Poulos, H.G., and Davis, E.H., Pile Foundation Analysis and Design, John Wiley. 1980 Reference Books: Scott, R.F., Foundation Analysis, Prentice Hall, 1981.

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Web References: https://www.youtube.com/watch?v=GKmW9j3qWfA

Online Resources: https://www.youtube.com/watch?v=C9cAjJ7R5Q4

Assessment Methods & Levels (based on Blooms Taxonomy) Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE518.1 Remember Quiz 5

PSE518.2 Understand Class Presentation 5

PSE518.3 Understand Assignment 4

PSE518.4 Apply Group Assignment 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember 60 45 20 -

Understand 40 30 50 40

Apply - 25 30 60

Analyse - - - -

Evaluate - - - -

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17PSE519 FINITE ELEMENT METHOD 3/0/0/3 Nature of Course : Analytical

Course Objectives: To understand the basic concept of finite element and derive the shape functions for

one, two, and three dimensional finite elements including plate and shell elements.

To study the various finite element procedures and solution techniques for linear and nonlinear structures

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE519.1 Know the concepts of Finite element method [R]

PSE519.2 Perform stress and strain analysis on two dimension [U]

PSE519.3 Perform stress and strain analysis on three dimension [U]

PSE519.4 Analyse the problems using finite element method. [AN]

Course Contents:

CONCEPTS OF FINITE ELEMENT: Boundary value problem - Element types - Variational

principles - Method of weighted residual - Principle of virtual work - Rayleigh-Ritz method -

Galerkin’s method of weighted residual - Energy principles - Displacement, stress and hybrid

model - Convergence and compatibility requirements -Pascal’s triangle - Stiffness of an axial

element - Two dimensional truss problem - Melos criteria -Storage schemes. STRESS AND

STRAIN ANALYSIS (TWO DIMENSIONAL) :Triangular Elements - Constant strain triangle -

Element stiffness matrix - Various Methods of evaluating element stiffness higher order

triangular elements - comparison of different elements. Rectangular Elements - Serendipity

family - Lagrangian family - Hermitian family - Sub-Iso-Super parametric elements - Shape

function - Mapping - Linear iso-parametric quadrilateral. STRESS ANALYSIS (THREE

DIMENSIONAL ELEMENTS) :Numerical Integration using Gaussian Quadrature - Weights and

gauss points - Selective and reduced integration - Axisymmetric stress analysis - Tetrahedron

element family - Parallelepiped element - Hexahedron Element family - ZIB 8 and ZIB 20

elements. PLATE/SHELL ELEMENTS AND FINITE STRIP METHOD :Triangular and rectangular

elements - BFS Element - Faceted element for shells - Semi-loof elements - Degenerated shell

elements - Axisymmetric shell elements - Finite strip method - Development of stiffness matrix

and consistent load vector - Application to folded plates and bridge decks - Applications to

reinforced concrete. MESHING AND SOLUTION PROBLEMS: Higher order elements - P and H

methods of mesh refinement - Ill conditioned elements - Discretization errors – Auto and

adaptive mesh generation techniques - Error evaluation. Applications: Modeling and analysis

using recent software’s.

Total Hours : 45

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Text Books:

Cook, N.J., the Designers Guide to Wind Loading of Building Structures, Butterworths, 1989.Rajasekaran, S., "Finite Element Methods in Engineering Design", S.Chand& Co Ltd., New Delhi, 2003. Chandrakant, S.Desai and John, F.Abel., "Introduction to the Finite Element method, A numerical Method for Engineering. Analysis", East West press Private Limited, Madras, 1972. Tirupathi, R.Chandrupatla and Ashok, D. Belegundu., "Introduction to Finite Elements in Engineering", Prentice Hall of India Private Limited., New Delhi, 2004. Reference Books: Krishnamoorthy, C.S., "Finite Element Method - Theory and Programming", Tata Mc Graw Hill Publishing Company", New Delhi, 1994. Bathe, K.J., "Finite Element Procedure", Prentice Hall of India, New Delhi, 1997. Zienkiewinz, O.C., "The Finite Element Method Vol. 1 & 2", Mc Graw Hill Book Company, New York, 1991. Web References: 1.https://www.youtube.com/watch?v=KR74TQesUoQ Online Resources: 1.https://www.youtube.com/watch?v=MldJ6WHCsvQ Assessment Methods & Levels (based on Blooms Taxonomy) Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE519.1 Remember Quiz 5

PSE519.2 Understand Class Presentation 5

PSE519.3 Understand Assignment 4

PSE519.4 Analyse Group Assignment 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember 60 45 20 -

Understand 40 30 50 40

Apply - 25 30 60

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE520 WIND AND CYCLONE EFFECTS ON STRUCTURES 3/0/0/3

Nature of Course : Theoretical

Course Objectives:

To study the concept of wind effects, analysis and design of structures.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE520.1 Gain knowledge of wind and cyclone effects on civil engineering [U]

PSE520.2 Know the various effects of wind on structures [U]

PSE520.3 Design chimneys and tall structures subjected to wind forces [AP]

PSE520.4 Apply knowledge on cyclone effect on structures [AP]

Course Contents:

INTRODUCTION: Introduction, Spectral studies, Gust factor, Wind velocity, Method of measurement,

variation of speed with height, shape factor, aspect ratio, drag effects. WIND TUNNEL STUDIES: Wind

Tunnel Studies, Types of tunnels, Modeling requirements, Interpretation of results, Aero-elastic

models. EFFECT OF WIND ON STRUCTURES: Wind on structures, Rigid structures, Flexible

structures, Static and dynamic effects, Tall buildings, chimneys. IS CODES AND SPECIAL

STRUCTURES: Application to design, IS 875 code method, Buildings, Chimneys, Roofs, Shelters.

CYCLONE EFFECTS: Cyclone effect on structures, cladding design, window glass design.

Total Hours: 45

Text Books:

1 Cook, N.J., the Designers Guide to Wind Loading of Building Structures,

Butterworths, 1989.

2 Kolousek,.V, Pirner.M, Fischer.O and Naprstek.J, Wind Effects on Civil Engineering

Structures, Elsevier Publications, 1984.

Reference Books:

1 Lawson, T.V., Wind Effects on Building Vol. I and II, Applied Science Publishers,

London, 1980

2 Peter Sachs, Wind Forces in Engineering, Pergamon Press, New York, 1972.

Web References:

1 https://www.youtube.com/watch?v=V0BNSr2mTDg

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Online Resources:

1 https://www.youtube.com/watch?v=mBtoR6DJIaE

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE520.1 Understand Quiz 4

PSE520.2 Understand Class Presentation 6

PSE520.3 Apply Assignment 4

PSE520.4 Apply Group Assignment 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 90 75 40 20

Apply 10 25 60 80

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE521 NONLINEAR ANALYSIS OF STRUCTURES 3/0/0/3

Nature of Course :Analytical

Course Objectives:

To study the concept of nonlinear behaviour and analysis of elements and simple

structures

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE521.1 Understand inelastic behavior of flexural members [U]

PSE521.2 Attain knowledge of the Nonlinear vibration and instabilities of beams [U]

PSE521.3 Apply knowledge of the Nonlinear vibration and instabilities of beams [AP]

PSE521.4 To perform analysis on non-linear analysis of structures [AN]

Course Contents:

ELASTIC ANALYSIS OF FLEXURAL MEMBERS :Introduction to nonlinear mechanics; statically

determinate and statically indeterminate Flexible bars of uniform and variable thickness.

INELASTIC ANALYSIS OF FLEXURAL MEMBERS: Inelastic analysis of uniform and variable

thickness members subjected to small Deformations; inelastic analysis of flexible bars of

uniform and variable stiffness members with and without axial restraints. VIBRATION

THEORY AND ANALYSIS OF FLEXURAL MEMBERS: Vibration theory and analysis of flexible

members; hysteretic models and analysis of Uniform and variable stiffness members under

cyclic loading. ELASTIC AND INELASTIC ANALYSIS OF PLATES :Elastic and inelastic analysis

of uniform and variable thickness plates. NONLINEAR VIBRATION AND INSTABILITY:

Nonlinear vibration and Instabilities of elastically supported beams.

Total Hours: 45

Text Books:

1.Sathyamoorthy, M., Nonlinear Analysis of Structures, CRC Press, Boca Raton, Florida, 1997.

2.Fertis, D. G., Nonlinear Mechanics, CRC Press, Boca Raton, Florida, 1998

Reference Books:

1.Reddy.J.N, Non linear Finite Element Analysis, Oxford University Press, 2008.

Web References:

1.https://scholar.harvard.edu/files/vasios/files/ArcLength.pdf

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Online Resources:

https://www.youtube.com/watch?v=WWn1uN3YZ1w

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE521.1 Understand Quiz 4

PSE521.2 Understand Class Presentation 6

PSE521.3 Apply Assignment 4

PSE521.4 Analyse Technical presentation 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 60 65 40 30

Apply 30 25 30 40

Analyse - 10 30 30

Evaluate - - - -

Create - - - -

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17PSE522 OFFSHORE STRUCTURES 3/0/0/3

Nature of Course : : Theoretical

Course Objectives:

To study the concept of wave theories, forces and design of jacket towers, pipes and

cables.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE522.1 Remember the basic principles of wave theories [U]

PSE522.2 Gain wide knowledge on modelling of offshore structures. [U]

PSE522.3 Analyse the various offshore structural components. [AN]

PSE522.4 Design the various offshore structures [AN]

Course Contents:

WAVE THEORIES: Wave generation process, small and finite amplitude wave theories. FORCES

OF OFFSHORE STRUCTURES: Wind forces, wave forces on vertical, inclined cylinders,

structures - current forces and use of Morison equation. OFFSHORE SOIL AND STRUCTURE

MODELLING: Different types of offshore structures, foundation modelling and structural

modelling .ANALYSIS OF OFFSHORE STRUCTURES: Static method of analysis, foundation

analysis and dynamics of offshore structures. DESIGN OF OFFSHORE STRUCTURES: Design of

platforms, helipads, Jacket tower and mooring cables and pipe lines.

Total Hours: 45

Text Books:

1.Chakrabarti, S.K. Hydrodynamics of Offshore Structures, Computational Mechanics Publications,

1987.

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2.Dawson.T.H. Offshore Structural Engineering, Prentice Hall Inc Englewood Cliffs, N.J. 1983.

Reference Books:

1.Brebia, C.A and Walker, S., Dynamic Analysis of Offshore Structures, NewButterworths, U.K.

1979

2.API, Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms,

American Petroleum Institute Publication, RP2A, Dalls, Tex, 2000.

3.Reddy, D.V. and Arockiasamy, M., Offshore Structures, Vol.1 and Vol.2, Krieger Publishing

Company, Florida, 1991

Web References:

1.https://www.youtube.com/watch?v=f26ycZ1fXB0

Online Resources:

1.https://www.youtube.com/watch?v=SP7TdqXwZ_w

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE522.1 Understand Quiz 4

PSE522.2 Understand Assignment 6

PSE522.3 Analyse Class Presentation 4

PSE522.4 Analyse Case study 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 90 70 40 20

Apply - - - -

Analyse 10 30 60 80

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17PSE523 GEOTECHNICAL EARTHQUAKE ENGINEERING 3/0/0/3

Nature of Course : Theoretical

Course Objectives:

To understand the dynamics of earth and its response, effect on earth structure and

measures to mitigate the effects

To Evaluate the damage to structures and engineering systems resulting from recent

earthquakes

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE523.1 Understand ground motion response due to the behavior of soil in the time of seismic hazards.

[U]

PSE523.2 Gain knowledge about the importance of soil investigation for earthquake prone zones during the time of construction

[U]

PSE523.3 Analyse the earthquake hazard mitigation in geotechnical earthquake engineering

[AN]

PSE523.4 Perform the seismic stability analysis

[AN]

Course Contents:

ELEMENTS OF EARTHQUAKE SEISMOLOGY AND DYNAMICS: Mechanism of Earthquakes -

Causes of earthquake - Earthquake Fault sources -Elastic Rebound theory - Seismic wave in

Earthquake shaking - Definition of earthquake terms - Locating an earthquake - Quantification

of earthquakes. GROUND MOTION CHARACTERISES: Strong Motion Records -characteristics

of ground motion - Factors influencing ground motion - Estimation of frequency content

parameters - Seismic site investigations -Evaluation of Dynamic soil properties. GROUND

RESPONSE ANALYSIS - LOCAL SITE EFFECTS AND DESIGN GROUND MOTION: Wave

propagation Analysis - Site Amplification, Ground Response Analysis -Method of analysis - One

Dimensional Analysis - Equivalent linear Analysis – shear beam Analysis - site effects - Design

Ground Motion - Developing Design Ground Motion. Application of software package - codal

recommendations. SEISMIC STABILITY ANALYSIS: Earthquake Resistant Design of foundation

of buildings - Design considerations -Geotechnical - Architectural - Structural - Capacity Design -

Seismic analysis. Earthquake Response of slopes - Evaluation of slope stability - Pseudo static

Analysis- New mark's Study of Block Analysis - Dynamic Analysis - Earth pressure due to

ground shaking valuation. Liquefaction- Lateral Deformation - codal recommendations.

EARTHQUAKE HAZARD MITIGATION: Seismic risk vulnerability and hazard - Risk mapping -

scale – changing percept of risk – vulnerability Atlas of India. Hazard assessment - Maintenance

and modifications to improve hazard resistance; Seismic microzonation – methodology –scale of

mapping - Different type of foundation an d its impact on safety.

Total Hours: 45

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Text Books:

1.Kameswara Rao, N.S.V., Dynamics soil tests and applications, Wheeler Publishing - New Delhi,

2000.

2.Krammer S.L., Geotechnical Earthquake Engineering, Prentice Hall, Iinternational Series,

Pearson Education (Singapore) Pvt. Ltd., 2004.

3.Kameswara Rao, Vibration Analysis and Foundation Dynamics, Wheeler Publishing, New

Delhi, 1998.

Reference Books:

1. Mc Guire, R.K. Seismic Hazard and Risk Analysis Earthquake Engineering Research Institute, 2004.

2.Mahanti, N.C. Samal, S.K. Datta, P. Nag.N.K., Diaster Management, Narosa Publishing House, New Delhi, India, 2006.

3.Wai-Fah Chen and CgharlesScawthem, Earthquake Engineering Hand book, Caspress, 2003.

4.Robert W. Day, Geotechnical Earthquake Engineering Hand book, McGrawHill, 2002.

Web References:

1 http://nptel.ac.in/courses/105104136/

Online Resources:

1 https://www.youtube.com/watch?v=HpNOskWd9oc

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE523.1 Understand Quiz 4

PSE523.2 Understand Class Presentation 6

PSE523.3 Analyse Assignment 4

PSE523.4 Analyse Technical presentation 6

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Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 90 70 40 20

Apply - - - -

Analyse 10 30 60 80

Evaluate - - - -

Create - - - -

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17PSE524 EARTH PRESSURE AND EARTH RETAINING STRUCTURES 3/0/0/3

Nature of Course : Theoretical

Course Objectives:

To Analyze and design rigid, flexible earth retaining structures, slurry supported

trenches and deep cuts.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE524.1 Understand the Analysis and design of various earthen structures. [U] PSE524.2 Understand the stability of retaining structures. [U] PSE524.3 Analyze the design of cantilever and anchored sheet piles [AN] PSE524.4 Perform stability analysis of earth retaining structures [AN]

Course Contents:

EARTH PRESSURE THEORIES: Introduction – State of stress in retained soil mass – Earth

pressure theories –Classical and graphical techniques – Active and passive cases – Earth

pressure due to external loads, empirical methods. Wall movement and complex geometry.

COMPACTION, DRAINAGE AND STABILITY OF RETAINING STRUCTURE: Retaining structure

– Selection of soil parameters - Lateral pressure due to compaction, strain softening, wall

flexibility, drainage arrangements and its influence. Earth pressure due to earthquake forces –

Stability of retaining structure - both for regular and earthquake forces. SHEET PILE WALLS:

Types of sheet piles, Analysis and design of cantilever and anchored sheet pile walls-Dead man

and continuous anchors. SUPPORTED EXCAVATIONS :Lateral pressure on sheeting in braced

excavation, stability against piping and bottom heaving. Earth pressure around tunnel lining,

shaft and silos – Soil anchors – Soil pinning – Soil nailing – Basic design concepts. SLURRY

SUPPORTED TRENCHES: Basic principles - Diaphragm and bored pile walls – stability Analysis

and design – specification and characteristics of slurry.

Total Hours: 45

Text Books:

1.Clayton, C.R.I., Militisky, J. and Woods, R.I., Earth pressure and Earth-Retaining structures,

Second Edition, Survey University Press, 1993.

2.Das, B.M., Principles of Geotechnical Engineering, Fourth Edition, the PWSseries in Civil

Engineering, 1998.

3.Militisky, J. and Woods, R., Earth and Earth retaining structures, Routledge, 1992.

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4.Winterkorn, H.F. and Fang, H.Y., Foundation Engineering Handbook,Galgotia Book- source,

2000.

Reference Books:

1.Rowe, R.K., Geotechnical and Geoenvironmental Engineering Handbook,Kluwer Academic

Publishers, 2001.

2.Koerner, R.M., Design with Geosynthetics, Third Edition, Prentice Hall, 1997.

3.Day, R.W., Geotechnical and Foundation Engineering: Design and Construction, McGraw Hill,

1999.

4.Mandal, J.N., Reinforced Soil and Geotextiles, Oxford & IBH Publishing Co. Pvt. Ltd., New Delhi,

1993.

5.McCarthy, D.F., Essentials of Soil Mechanics and Foundations: Basic Geo-technics, Sixth

Edition, Prentice Hall, 2002.

Web References:

1.https://www.youtube.com/watch?v=aKseZc-d-zQ

Online Resources:

1.https://www.youtube.com/watch?v=ucbinKVZvF8

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE524.1 Understand Quizj 4

PSE524.2 Understand Class Presentation 6

PSE524.3 Analyse Assignment 4

PSE524.4 Apply Case study 6

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Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 70 60 30 15

Apply 20 25 50 25

Analyse 10 15 20 60

Evaluate - - - -

Create - - - -

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17PSE525 QUALITY CONTROL AND ASSURANCE IN CONSTRUCTION

3/0/0/3

Nature of Course : Theoretical

Course Objectives:

To study the concepts of quality and assurance and control techniques in Construction.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE525.1 Acquire conceptual understanding of quality, assurance and control

techniques in construction industry [U]

PSE525.2 Tangible knowledge of existing quality policy, standards and different aspects of quality planning.

[U]

PSE525.3 Apply the tools and methods of stability and reliability in QA/QC methods.

[AP]

PSE525.4 Upgrade their knowledge on quality improvement techniques and environmental safety factors.

[AP]

Course Contents:

QUALITY MANAGEMENT: Introduction – Definitions and objectives – Factor influencing

construction quality -Responsibilities and authority - Quality plan - Quality Management

Guidelines – Quality circles. QUALITY SYSTEMS: Introduction - Quality system standard – ISO

9000 family of standards – Requirements –Preparing Quality System Documents – Quality

related training – Implementing a Quality system – Third party Certification. QUALITY

PLANNING : Quality Policy, Objectives and methods in Construction industry – Consumers

satisfaction, Ergonomics - Time of Completion - Statistical tolerance – Taguchi’s concept of

quality – Codes and Standards – Documents – Contract and construction programming –

Inspection procedures - Processes and products – Total QA / QC programme and cost

implication. QUALITY ASSURANCE AND CONTROL :Objectives - Regularity agent, owner,

design, contract and construction oriented objectives, methods - Techniques and needs of

QA/QC - Different aspects of quality -Appraisals, Factors influencing construction quality -

Critical, major failure aspects and failure mode analysis, -Stability methods and tools, optimum

design - Reliability testing, reliability coefficient and reliability prediction. QUALITY

IMPROVEMENT TECHNIQUES : Selection of new materials - Influence of drawings, detailing,

specification, standardization - Bid preparation - Construction activity, environmental safety,

social and environmental factors - Natural causes and speed of construction - Life cycle costing

Value engineering and value analysis.

Total Hours: 45

Text Books:

1.James, J.O’ Brian, Construction Inspection Handbook – Quality Assurance and

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Quality Control, Van Nostrand, New York, 1989.

2.Kwaku, A., Tena, Jose, M. Guevara, Fundamentals of Construction Management

and Organization, Reston Publishing Co., Inc., Virginia, 1985.

3.John L. Ashford, The Management of Quality in Construction, E &F.N.Spon,

NewYork, 1989.

Reference Books:

1.Juran Frank, J.M. and Gryna, F.M. Quality Planning and Analysis, Tata McGraw

Hill,1993

2.Hutchins.G, ISO 9000, Viva Books, New Delhi, 2000.

3.Clarkson H. Oglesby, Productivity Improvement in Construction, McGraw-Hill,

1989.

4.Steven McCabe, Quality Improvement Techniques in Construction, Addison

Wesley Longman Ltd, England. 1998.

Web References:

1.https://www.youtube.com/watch?v=U9GBYUFubNg

Online Resources:

2.https://www.youtube.com/watch?v=nly3cxgsXOA

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE525.1 Understand Quiz 4

PSE525.2 Understand Class Presentation 6

PSE525.3 Apply Assignment 4

PSE525.4 Apply Case study 6

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Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 80 75 40 20

Apply 20 25 60 80

Analyse - - - -

Evaluate - - - -

Create - - - -

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17PSE526 OPTIMIZATION IN STRUCTURAL DESIGN 3/0/0/3

Nature of Course : Analytical

Course Objectives:

To study the optimization methodologies applied to structural Engineering

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE526.1 Attain knowledge in various optimization techniques used in structural

design. [R]

PSE526.2 become expertise in various computer methods used in optimization [U]

PSE526.3 Understand the linear programming in optimization [U]

PSE526.4 Understand the non- linear programming in optimization [U]

PSE526.4 Apply the applications in Structural Engineering [AP]

Course Contents:

BASIC PRINCIPLES: Definition ,Objective Function; Constraints ,Equality and inequality ,Linear

and non-linear, Side, Non-negativity, Behavior and other constraints , Design space, Feasible

and infeasible , Convex and Concave - Active constraint , Local and global optima, classical

optimization techniques, Differential calculus Optimality criteria , Single variable optimization

, Multivariable optimization with no constraints (Lagrange Multiplier method) with

inequality constraints(Khun -Tucker Criteria).LINEAR PROGRAMMING: Formulation of

problems , Graphical solution , Analytical methods , Standard form ,Slack, surplus

and artificial variables , Canonical form ,Basic feasible solution ,SIMPLEX METHOD - Two

phase method ,Penalty method , Duality theory ,Primal ,Dual algorithm. Computer

Algorithm for Linear Programming. NON-LINEAR PROGRAMMING: One Dimensional

minimization methods: Unidimensional ,Unimodal function ,Exhaustive and unrestricted search

- Dichotomous search ,Fibonacci Method ,Golden section method ,Interpolation methods,

Unconstrained multivariable functions ,Univariate method , Cauchy’s steepest descent

method ,Conjugate gradient method (Fletcher Reeves) ,Variable metric methods , (Davidon -

Fletcher Powell). Constrained optimization techniques: Direct and indirect methods - Cutting

plane method - Methods of feasible direction - Interior penalty function ,Exterior penalty

function method. Computer Algorithm for Non-Linear Programming. GEOMETRIC

PROGRAMMING: Polynomial - degree of difficulty ,reducing G.P.P to a set of simultaneous

equations ,Unconstrained and constrained problems with zero difficulty , Concept of solving

problems with one degree of difficulty. Computer Algorithm for Geometric Programming.

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Bellman’s principle of optimality ,Representation of a multistage decision problem ,concept of

sub-optimization problems using classical and tabular methods. Computer Algorithm for

Dynamic Programming. STRUCTURAL APPLICATIONS: Methods for optimal design of

structural elements, continuous beams and single storied frames using plastic theory -

Minimum weight design for truss members - Fully stressed design - Optimization principles to

design of R.C. Structures such as multi-storey buildings, water tanks, bridges, shell roofs. Use of

Software packages for optimization

Total Hours: 45

Text Books:

1 Ravindran, Ragsdell and Reklatis, “ Engineering Optimization”, Wily India Edition,

New Delhi, 2006

2 Kalyanmoy Deb, ““Optimization for Engineering Deisgn”, Prentice Hall of India,

New Delhi.2002.

Reference Books:

1 Rao.S.S, “Optimization theory and applications”, Wiley eastern (P) Ltd., 2005.

2 Uri Krisch, “Optimum Structural Design”, McGraw Hill Book Company, 1993.

3 Verma, A.P., “Operations Research”, S.K.Kataria& Sons, New Delhi 2001.

Web References:

1 https://www.youtube.com/watch?v=SHbb9dV-we8

Online Resources:

1 https://www.youtube.com/watch?v=0g8_u0RnwrQ

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Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE526.1 Remember Quiz 4

PSE526.2 Understand Group Assignment 4

PSE526.3 Understand Assignment 3

PSE526.4 Understand Surprise test 4

PSE526.5 Apply Class Presentation 5

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember 20 10 - -

Understand 80 70 40 50

Apply - - -

Analyse - 20 60 50

Evaluate - - - -

Create - - - -

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17PSE527 SMART MATERIALS AND SMART STRUCTURES 3/0/0/3

Nature of Course :Theoretical

Course Objectives:

To give an in-depth knowledge on properties of smart materials and their use in

structures

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE527.1 Student understood the concept of smart materials and their structural

applications. [U]

PSE527.2 Study about the vibration absorbers and its applications [U]

PSE527.3 Apply the measuring techniques using strain gauges [AP]

PSE527.4 Apply the techniques in Civil Engineering [AP]

Course Contents:

PROPERTIES OF MATERIALS AND ER AND MR FLUIDS: Piezoelectric Materials and

properties - Actuation of structural components - Shape Memory Alloys - Constitutive modeling

of the shape memory effect, vibration control - Embedded actuators - Electro rheological and

magneto rheological fluids - Mechanisms and Properties - Fiber Optics - Fiber characteristics -

Fiber optic strain sensors. VIBRATION ABSORBERS: Parallel damped vibration absorber -

Gyroscopic vibration absorber - Active vibration, absorber - Applications - Vibration

Characteristics of mistuned systems - Analytical approach. MEASURING TECHNIQUES: Strain

Measuring Techniques using Electrical strain gauges - Types – Resistance – Capacitance –

Inductance – Wheatstone bridges – Pressure transducers – Load cells – Temperature

Compensation – Strain Rosettes. CONTROL OF STRUCTURES : Control modeling of structures -

Control strategies and limitations - Classification of control systems: Classical control, Modern

control, Optimal control and Digital control - Active structures in practice. APPLICATIONS IN

CIVIL ENGINEERING: Application of Shape Memory - Alloys in Bridges – Concept of Smart

Bridges – Application of ER Fluids - Application of MR Dampers in Different Structures –

Application of MR Dampers in Bridges and High Rise Structures – Structural Health Monitoring -

Application of Optical Fibres - Concept of Smart Concrete.

Total Hours: 45

Text Books:

1.Srinivasan, A.V., and Michael McFarland. D., “Smart Structures – Analysis and Design”, Cambridge University Press, 2001. 2.Brian Culshaw, “Smart Structures and Materials”, Artech House, Boston, 1996.

Reference Books:

1.Gandhi, M.V and Thompson, B.S., “Smart Materials and Structures”, Chapman and Hall, 1992

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Web References:

1.https://www.youtube.com/watch?v=b5IPJeCDEPw

Online Resources:

1.https://www.youtube.com/watch?v=ync30eHVD8s

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE527.1 Understand Quiz 4

PSE527.2 Understand Class Presentation 6

PSE527.3 Analyse Assignment 4

PSE527.4 Analyse Case study 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 80 75 40 40

Apply - - -

Analyse 20 25 60 60

Evaluate - - - -

Create - - - -

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17PSE528 MECHANICS OF COMPOSITE MATERIALS 3/0/0/3

Nature of Course :Theoretical

Course Objectives:

To provide knowledge to students to the properties and behavior of composite materials

and design of some simple composite beams.

Course Outcomes:

Upon completion of the course, students shall have ability to

PSE527.1 To know the mechanical properties and analysis of composite laminae [U]

PSE527.2 To understand the behavior of glass – fibre – laminates [U] PSE527.3 To develop an idea of structural design with properties [AP] PSE527.4 To familiarize with GRP Box beams [AP] Course Contents:

INTRODUCTION Requirements of structural materials, influence of nature of materials in structural

form' Nature of structural materials- Homogeneous materials, composite materials

MACROMECHANICAL PROPERTIES AND ANALYSIS OF COMPOSITELAMINAE- Assumptions and

Idealizations, stress strain relationship for composite Laminae-Isotropic, orthotropic laminae-

strength Characteristics-Basic concepts- Macro mechanical Analysis of composite laminae:

introduction, Assumptions and Limitations, stiffness characteristics of glass reinforced laminae-

Stress- Strain relationships in continuous, discontinuous fiber laminae, strength characteristics of

glass reinforced laminae BEHAVIOUR OF GLASS FIBRE-REINFORCED LAMINATES Introduction,

stiffness characteristics of Laminated composites-Behaviour of laminated beams and plates,

strength characteristics of Laminated composites- strength analysis and failure criteria, Effect of

inter laminar structures' Glass Reinforced composites: Introduction, continuously reinforced

laminates- uni-directionally and multi directionally continuously reinforced laminates GRP

PROPERTIES RELEVANT TO STRUCTURAL DESIGN-Introduction, short-term strength and

stiffness-Tensile' compressive, Flexural and Shearing Long term strength and Stiffness properties,

Temperature effects, Effect of Fire-Structural joints-Adhesive, mechanical, Combinational,

Transformed sections GRP BOX BEAMS -Introduction, loading, span and cross-sectional shape

selection of material, Beam manufacture, beam stresses, Experimental Behaviour, Effect on Beam

performance- Modulus of Elasticity, Compressive strength, I value, prevention of compression

buckling failure Behaviour under long term loading.

Total Hours: 45

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Text Books:

1.Holmes. M. and Just. D.J., GRP in Structural Engineering, Narosa Publications, New Delhi, 2008

2.MadhujithMukhopadhyay Mechanics of composite materials and Structures Universities Press

2001

Reference Books:

1.RobartM.Jones, Mechanical of Composite Materials McGraw Hill Publishing Co. 2002

2.Bhagwan D Agarvalm, and Lawrence J Brutman, Analysis and Performance of Fiber Composites

John Willy and Sons. 2004.

Web References:

1.https://www.youtube.com/watch?v=b5IPJeCDEPw

Online Resources:

2.https://www.youtube.com/watch?v=ync30eHVD8s

Assessment Methods & Levels (based on Blooms’Taxonomy)

Formative assessment based on Capstone Model (Max. Marks:20)

Course

Outcome Bloom’s Level Assessment Component Marks

PSE527.1 Understand Quiz 4

PSE527.2 Understand Class Presentation 6

PSE527.3 Analyse Assignment 4

PSE527.4 Analyse Case study 6

Summative assessment based on Continuous and End Semester Examination

Bloom’s Level

Continuous Assessment End Semester

Examination

[60 marks]

CIA-I

[6 marks]

CIA-II

[6 marks]

Term End Examination

[8 marks]

Remember - - - -

Understand 80 75 40 40

Apply - - -

Analyse 20 25 60 60

Evaluate - - - -

Create - - - -

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15PSE801 RESEARCH METHODOLOGY L/T/P/C

COURSE OBJECTIVES

1. To develop a research orientation among the students

2. To acquaint them with fundamental of research methods.

3. To develop an understanding of various research design

COURSE OUTCOMES

1. Ability to select and define appropriate research problem and parameters

2. Ability to organize and conduct research and to write a research report

COURSE CONTENT

INTRODUCTION TO RESEARCH-The Hallmarks Of Scientific Research – Building Blocks Of

Science In Research – Concept Of Applied And Basic Research – Quantitative And Qualitative

Research Techniques Need For Theoretical Frame Work – Hypothesis Development –

Hypothesis Testing With Quantitative Data. Research Design – Purpose Of The Study:

Exploratory, Descriptive, Hypothesis Testing. EXPERIMENTAL DESIGN- Laboratory And The

Field Experiment – Internal And External Validity – Factors Affecting internal Validity.

Measurement Of Variables – Scales And Measurements Of Variables. Developing Scales – Rating

Scale And Attitudinal Scales – Validity Testing Of Scales –Reliability Concept In Scales Being

Developed – Stability Measures. DATA COLLECTION METHODS-Interviewing, Questionnaires,

Etc. Secondary Sources Of Data Collection. Guidelines For questionnaire Design – Electronic

Questionnaire Design And Surveys. Special Data sources: Focus Groups, Static And Dynamic

Panels. Review Of Advantages And disadvantages Of Various Data-Collection Methods And Their

Utility Sampling techniques – Probabilistic And Non-Probabilistic Samples. Issues Of Precision

And confidence In Determining Sample Size. Hypothesis Testing, Determination Of Optimal

sample Size. MULTIVARIATE STATISTICAL TECHNIQUES Data Analysis – Factor Analysis –

Cluster Analysis – Discriminant Analysis – Multiple Regression And Correlation – Canonical

Correlation – Application Of Statistical (Spss) Software Package In Research. RESEARCH

REPORT Purpose Of The Written Report – Concept Of Audience – Basics Of Written Reports.

Integral parts Of A Report – Title Of A Report, Table Of Contents, Abstract, Synopsis,

Introduction, Body Of A Report – Experimental, Results And Discussio Recommendations And

implementation Section – Conclusions And Scope For Future Work

Total Hours: 45

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Text Books:

1.Donald R. Cooper and Ramela S. Schindler, Business Research Methods, Tata McGraw- Hill

Publishing Company Limited, New Delhi, 2000

2. Uma Sekaran, Research Methods for Business, John Wiley and Sons Inc., NewYork, 2000.

3. C.R.Kothari, Research Methodology, Wishva Prakashan, New Delhi, 2001.

Reference Books:

1.Donald H.McBurney, Research Methods, Thomson Asia Pvt. Ltd. Singapore, 2002.

2. G.W.Ticehurst and A.J.Veal, Business Research Methods, Longman, 1999.

3.Ranjit Kumar, Research Methodology, Sage Publications, London, New Delhi, 1999.

4.Raymond-Alain Thie’tart, et.al., Doing Management Research, Sage Publications,