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2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES UNIVERSITY OF PETROLEUM & ENERGY STUDIES (ISO 9001:2008 Certified) M.TECH STRUCTURAL ENGINEERING (VERSION 3.0) w.e.f. 2017 _________________________________________________________________________________________ UPES Campus Tel : + 91-135-2776053/54 “Energy Acres” Fax: + 91-135-2776090 P.O Bidholi via Prem Nagar, Bidholi URL: www.upes.ac.in Dehradun – 248007 (Uttarakhand)

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Page 1: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

2019-21 Batch

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

(ISO 9001:2008 Certified)

M.TECH STRUCTURAL ENGINEERING

(VERSION 3.0)

w.e.f. 2017

_________________________________________________________________________________________

UPES Campus Tel : + 91-135-2776053/54

“Energy Acres” Fax: + 91-135-2776090

P.O Bidholi via Prem Nagar, Bidholi URL: www.upes.ac.in

Dehradun – 248007

(Uttarakhand)

Page 2: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

2019-21 Batch

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

INTELLECTUAL PROPERTY RIGHTS

All Information contained in this document has been licensed to

the University of Petroleum & Energy Studies (UPES), which have

the sole intellectual property rights in this information. By

accepting this material, the recipient agrees that the information

contained herein will be held in confidence and will not be

reproduced, disclosed, divulged or used either in whole or in part

without prior permission from UPES

@ UPES

Page 3: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

2019-21 Batch

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

PROGRAM OUTCOMES

1. Scholarship of Knowledge - Acquire in-depth knowledge of specific discipline and global

perspective, with an ability to discriminate, evaluate, analyze and synthesize existing and

new knowledge, and integration of the same for enhancement of knowledge pool.

2. Critical Thinking - Analyze complex engineering problems critically, apply independent

judgement for synthesizing information to make intellectual and/or creative advances for

conducting research in a wider theoretical, practical and policy context.

3. Problem Solving - Think laterally and originally, conceptualize and solve engineering

problems, evaluate a wide range of potential solutions for those problems and arrive at

feasible, optimal solutions after considering public health and safety, cultural, societal and

environmental factors in the core areas of expertise.

4. Research Skill - Extract information through literature survey and experiments, apply

appropriate research methodologies, techniques and tools, design, conduct experiments,

analyze and interpret data, contribute individually/in group(s) to the development of

scientific/technological knowledge in one or more domains of engineering.

5. Usage of modern tools - Create, select, learn and apply appropriate techniques, resources,

and modern engineering and IT tools, including prediction and modelling, to complex

engineering activities with an understanding of the limitations.

6. Collaborative and Multidisciplinary work–Demonstrate collaboration to foster

multidisciplinary scientific research, also demonstrate decision-making abilities to achieve

common goals.

7. Project Management and Finance - Demonstrate knowledge and understanding to

manage projects efficiently in respective disciplines and multidisciplinary environments

after consideration of economical and financial factors.

8. Communication - Communicate with the engineering community and with society,

regarding complex engineering activities confidently and effectively and give and receive

clear instructions.

Page 4: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

9. Life-long Learning - Recognize the need for, and have the preparation and ability to

engage in life-long learning independently, with a high level of enthusiasm and

commitment to improve knowledge and competence continuously.

10. Ethical Practices and Social Responsibility - Acquire professional and intellectual

integrity, professional code of conduct, ethics of research and scholarship, consideration of

the impact of research outcomes on professional practices and an understanding of

responsibility to contribute to the community for sustainable development of society.

11. Independent and Reflective Learning - Observe and examine critically the outcomes of

one’s actions and make corrective measures subsequently, and learn from mistakes without

depending on external feedback.

PROGRAM SPECIFIC OUTCOMES (PSOs)

PSO1 Develop skill in analysis and design of contemporary engineering problems as per

specifications and standards

PSO2 Apply engineering tools, instrumentation and software for solving structural

engineering problems.

PSO3 Knowledge of advance method construction technique for practicing alternatives and

cost effective construction materials & methodology

PSO4 To engage graduates for fulfilling societal needs from their learning.

Page 5: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

M.TECH STRUCTURAL ENGINEERING 2018 SEMESTER I SEMESTER II

Subject Code

Subject Credits Subject Code

Subject Credits

CIVL 7002 Theory of Elasticity and Plasticity 3 CIVL 7012

Theory of Plates and

Shells 3

CIVL 7003

Matrix Methods of Structural

Analysis 3 CIVL 7013

Seismic Design of

Structures 3

CIVL 7004 Industrial Structures 4 CIVL 7014 Finite Element Method 3

CIVL 7005 Advanced Concrete Structures 4 CIVL 7015

Foundations of

Structures

3

CIVL 7006 Structural Dynamics 3 CIVL 7113

Computer Aided

Structural Design II Lab 1

CIVL 7101 Advance Concrete Lab 1 Program Elective II 3

CIVL 7102

Computer Aided Structural Design I

Lab 1 Program Elective III 3

Program Elective I 3

TOTAL 22 TOTAL 19

SEMESTER III SEMESTER IV

Subject Code

Subject Credits Subject Code

Subject Credits

PROJ 8107 Project I 8 PROJ 8102 Project II 16

SEMI 7101 Seminar I 1 SEMI 8101 Seminar II 1

TOTAL 9 TOTAL 17

Program Elective I Program Elective II

CIVL 7007

Design & Construction of Offshore

Structures CIVL 7016

Advanced Marine

Structures

CIVL 7008

Optimization Methods & Its

Application CIVL 7017

Construction

Management Practices

CIVL 7009 Stability of Structures

CIVL 7018 Prestressed Concrete

CIVL 7010 Smart Structures and Applications

CIVL 7019

Design of Hydraulic

Structures

Program Elective III

CIVL 7020

Design of Floating

Structures

CIVL 7021

Structures in Disaster

Prone Areas &

Rehabilitation

CIVL 7022 Bridge Engineering

CIVL 7023

Design of Water

Retaining & Storage

Structures

GRAND TOTAL FOR M. Tech Structural Engineering is 67

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2019-21 Batch

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

Page 7: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

COURSE OBJECTIVES

1. To enhance the basic knowledge on structural analysis of 2 dimensional &3 imensional

problem in different coordinate system

2. To enable students to understand the stress & strain at a point

3. To familiarize students with behaviour of structure beyond elastic limit

4. To assimilate knowledge to students to for secondary stress in strucutres.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Apply elastic analysis of 2 dimensional & 3 dimensional structures.

CO2: Apply linear & non-linear analysis at a point under failure conditions

CO3: Analyze the structural sections subjected to torsion.

CO4: Understand stress concentration due to structural irregularity.

CATALOG DESCRIPTION

This course is designed for students in engineering who want to explore the important

constitutive behavior of materials through a rigorous study of classical theory on plasticity.

Course will begin by reviewing the classical continuum mechanics concepts of stress & strain

and examining the elastic behavior. It will be proceed to discuss the plastic behavior commonly

seen in materials. The rest of course will be focused on the mathematical formulation of

elastoplastic constitutive relationship, including yield criteria, isotropic and kinematic

hardening, flow rule. Finally practical engineering limit analysis will be discussed several

examples will be given.

CIVL 7002 Theory of Elasticity And Plasticity L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Structural Analysis, Mechanics of Solids

Co-requisites --

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

Course Content

UNIT I: ANALYSIS OF STRESS & STRAIN IN THREE DIMENSIONS:

8 LECTURE HOURS

Basic concepts of deformation of bodies - Notations of stress and strain in 3D field-

Transformation of stress and strain in a 3D field.- Equilibrium equations in 2D and 3D

Cartesian coordinates.

UNIT II: TWO DIMENSIONAL PROBLEMS IN POLAR COORDINATES:

12 LECTURE HOURS

Plane stress and plane strain problems- 2D problems in Cartesian coordinates as applied to

beam bending using Airy’s stress function- Problems in 2D -Polar coordinate- Equations of

equilibrium and compatibility- Curved beam bending- stress concentration in holes- Circular

disc subjected to diametral compressive loading- Semi-infinite solid subjected to different

types of loads. Energy principle - Theorem of minimum potential energy and complementary

energy.

UNIT III: TORSION OF PRISMATIC BARS: 8 LECTURE HOURS

Torsion of non-circular sections- St. Venant’s theory – Torsion of elliptical sections - Torsion

of triangular sections - Prandtl’s membrane analogy - Torsion of rolled profiles- Stress

concentration around re-entrant corners - Torsion of thin walled tubes-Stress concentration

Plasticity.

UNIT IV: THERMAL STRESS: 8 LECTURE HOURS

Introduction - Plastic stress strain relations - Different hardening rules - Yield criteria for

metals - Graphical representation of yield criteria - Application to thin and thick cylinders

under internal pressure.

Reference Books:

1. Timoshenko and Goodier : Theory of Elasticity and Plasticity, McGraw-Hill, 2006

2. Mohammed Amin : Computation Elasticity, Narosa Publications,2005

3. Chen and Han : Plasticity for Structural Engineers, Springer Verlag,1998.

4. K. Baskar, T.K. Varadan: Theory of Isotropic/Orthotropic Elasticity, An Introductory

Primer, Anne books Pvt Ltd,2009

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper /

Seminars

End Term

examination

Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs) and Program Outcomes (POs)

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 - 3 - - - - - - - - - 3 - - -

CO2 - 3 - - - - - - - - - 3 - - -

CO3 - - 3 - - - - - - - - 3 - - -

CO4 - 3 - - - - - - - - - 3 - - -

Aver

age 3 3 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

Page 10: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

COURSE OBJECTIVES

On the completion of this course, student will be able to:

1. To provide basic knowledge of the classical, matrix & finite element methods of

structural analysis.

2. To make student understand element structural behaviour.

3. To familiarize students with flexibility matrix.

4. To familiarize students with displacement method.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand energy concept in structures, characteristics of structures, transformation

of information in structures

CO2: Perform analysis by iteration method & determine deflection of structures using

Maxwell- Betti law of reciprocal deflection

CO3: Understand principle of flexibility matrix and its applications

CO4: Understand principle of displacement method and its applications

CATALOG DESCRIPTION

The concepts & notations of matrix algebra have for a long time been standard analytical tools

of the applied mathematicians. In the period before 1940 a few papers appeared in which these

ideas were applied to structural problems, but in an age without automatic computers the

approach attracted little attention from practicing engineers. Indeed, a generation of designers

which has recently been liberated from tedious manual calculations by the introduction of

moment distribution was hardly likely to be enthusiastic about a method which required formal

manipulations of large arrays of coefficients. The advent of digital computer in late 1940’s

produced a change in the criteria for judging whether a method of analysis was good or bad.

CIVL 7003 Matrix Methods Of Structural Analysis L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Advanced Structural Analysis, Matrix Methods ( System

Approach)

Co-requisites Advanced Mechanics of Solids.

Page 11: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

This method is introduce to learn the element approach, which was comprehensively deal with

system approach. By this subject student can able to apply comprehensively the concept for

Finite element method which is based on direct stiffness approach.

Course Content

UNIT I: GENERAL THEOREMS 7 LECTURE HOURS

Generalized Measurements- Degrees of freedom, Constrained Measurements - Behavior of

structures - Principle of superposition- Stiffness and flexibility matrices in single, two and n-

co-ordinates - Structures with constrained measurements

UNIT II: STRAIN ENERGY METHODS 7 LECTURE HOURS

Stiffness and flexibility matrices from strain energy - Betti's law and its applications-

Determinate and indeterminate structures - Transformation of element matrices to system

matrices - Transformation of system vectors to element vectors

UNIT III: FLEXIBILITY 8 LECTURE HOURS

Flexibility method applied to statically determinate and indeterminate structures – Choice of

redundant -Transformation of redundant-Internal forces due to thermal expansion and lack of

fit.

UNIT IV: DISPLACEMENT METHOD 8 LECTURE HOURS

Internal forces due to thermal expansion and lack of fit - Application to symmetrical structures-

Comparison between stiffness and flexibility methods.

UNIT V: ANALYSIS USING STIFFNESS & FLEXIBILITY

6 LECTURE HOURS

Analysis by substructures using the stiffness method and flexibility method with tri-

diagonalization- Analysis by Iteration method - frames with prismatic members - non-

prismatic members.

Text Books / References Books

1. Moshe, F., Rubenstein, Matrix Computer Analysis of Structures, Prentice Hall, New York,

1966.

2. Rajasekaran S, Computational Structural Mechanics, Prentice Hall of India. New- Delhi,

2001.

3. McGuire, W., and Gallagher, R.H., Matrix Structural Analysis, John Wiley and Sons, 1979.

4. John L.Meek., Matrix Structural Analysis, Mc Graw Hill Book Company, 1971.

Page 12: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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5. Devdas Menon., Advanced Structural Analysis, Narosa Publishers in India and Alpha

Science International, UK, 2009.

6. “Matrix methods of structural analysis” by pundit & Gupta, Tata Mc-Grails publishers

7. “Matrix methods of structural analysis by, Aslam Kassimalli

8. “Matrix methods of structural analysis by, Dr. D.S Rajender Prasad, Sapna publishers,

Bangalore

9. “Matrix methods of structural analysis by, S.S bhavikatti, Vikas publishers

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - 2 - - -

CO2 - - 3 - - - - - - - - 3 - - -

CO3 - 3 - - - - - - - - - 3 - - -

CO4 - 3 - - - - - - - - - 3 - - -

Aver

age 3 3 3 2.8

1=weakly mapped 2= moderately mapped 3=strongly mapped

Page 13: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

COURSE OBJECTIVES

1. To develop concept of industrial structures, their planning, loadings and general

requirements.

2. To impart knowledge regarding steel industrial buildings, including the design of

gantry girders, and trussed roofs.

3. To impart knowledge for the principles and methods of design of emission and storage

structures.

4. To impart knowledge for the design of transmission structures.

5. To impart knowledge for design of foundations of industrial structures.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1 : Classify the industrial structures, understand their general requirements and the loads

these are subjected to.

CO2 : Understand industrial building and design their sheds.

CO3 : Design emission structures.

CO4 : Design transmission line structures.

CATALOG DESCRIPTION

Development of industries is a key parameter for economic growth. It opens up numerous job

opportunities and provides lively hood to society. Industries require a basic structure to be built

on which other service facilities can be mounted.

Modern industrial buildings generally have framed structures, with a reinforced concrete, steel,

or combined skeleton. The choice of skeleton depends on operating conditions, considerations

related to saving on major construction materials, and optimizing the service requirements.

CIVL 7004 Industrial Structures L T P C

Version 1.0 4 0 0 4

Pre-requisites/Exposure Knowledge of Design of Steel Structures, Structural Analysis

I and Structural Analysis II, Mechanics of Solids

Co-requisites Knowledge of analysis and design softwares

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

This course is intended to develop concept of students regarding various types of industrial

buildings and to impart knowledge regarding their principles and methods of design.

Course Content

PLANNING AND FUNCTIONAL REQUIREMENTS: 8 LECTURE HOURS

Classification of Industries and Industrial structures – Loadings on industrial structures-

General requirements of Industrial Structures as per IS code.

INDUSTRIAL BUILDINGS: 10 LECTURE HOURS

Design of industrial sheds including supporting trusses

EMISSION & STORAGE STRUCTURES: 12 LECTURE HOURS

Design of self supporting chimney superstructure, Cooling Towers – Configuration and

various structural elements details.

TRANSMISSION STRUCTURES: 12 LECTURE HOURS

Analysis and design of transmission line towers - Sag and Tension calculations.

Text Books / Reference Books

1. Jurgen Axel Adam, Katharria Hausmann, Frank Juttner, Klauss Daniel: Analysis and design

of Industrial buildings and Bents, Birkhauser Publishers.

2. Manohar S.N: Tall Chimneys - Design and Construction, Tata McGraw Hill.

3. Santhakumar A.R. and Murthy S.S.: Transmission Line Structures, Tata McGraw Hill.

4. Srinivasulu P and Vaidyanathan.C: Handbook of Machine Foundations, Tata McGraw Hill.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Page 15: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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UNIVERSITY OF PETROLEUM & ENERGY STUDIES

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - - - - -

CO2 - 1 3 - - - - - - - - - 3 - -

CO3 - 1 3 - - - - - - - - 3 2 - -

CO4 - 1 3 - - - - - - - - 3 2 - -

Aver

age 3 1 3 3 2.3

1=weakly mapped 2= moderately mapped 3=strongly mapped

Page 16: UNIVERSITY OF PETROLEUM & ENERGY STUDIES · 2020-03-02 · 2019-21 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES PROGRAM OUTCOMES 1.Scholarship of Knowledge - Acquire in-depth knowledge

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COURSE OBJECTIVES

1. To review the basics of Analysis and Design concept of Limit State Method.

2. To understand the behaviour of Structural members under Gravity and Lateral Loads

(Seismic & Wind).

3. To apply the basic method for analysis and design of Deep beam, Beam subjected to

torsion and column ( Uni-axially and Bi-axially loaded)

4. To understand the basic concept for analysis and design of circular slab & beam.

5. To Analysis & Design of Grid slab & Flat slab.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Design Prestressed various basic concrete elements and apply to building structures.

CO2: Analyse and design building frames for vertical loadings and horizontal loadings.

CO3: Analyze lateral pressure effects on side walls of material storage structures and design

bunkers and silos.

CO4: Design different types of retaining walls including provisions for anchorage and

drainage.

CATALOG DESCRIPTION

The purpose of this course is to develop an in-depth knowledge in the area of design of concrete

structure with the latest code of practice as per the Indian Standard. On completion of this

course student gain good confidence in designing major components of building structures like

beam, column, under gravity & lateral loading. Retaining, Storage, Chimney and bridge

structures, Understand the concept of Pre-stressed and provision for seismic design of

structures.

CIVL 7005 Advanced Concrete Structures L T P C

Version 1.0 4 0 0 4

Pre-requisites/Exposure Knowledge of Mechanics , Mechanics of solids , Structural

Analysis and design

Co-requisites Understand the Load path and mechanism for resistance.

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Course Content

UNIT I: PRESTRESSED CONCRETE STRUCTURE 10 LECTURE HOURS

Design of Prestressed Concrete elements – beams, column and slabs, and their application to

building structures.

UNIT II: Building frame – Design for vertical loadings 10 LECTURE HOURS

Analysis and design of building frames for self load and live load loading.

Lateral load resisting systems 10 LECTURE HOURS

– Lateral load resisting systems- moment resisting frames, shear walls, Braced frames,

Combinations of various systems and their effectiveness.

UNIT III: Material Storage structures 10 LECTURE HOURS

Determination of lateral pressure on side walls of bunker - Rankine's theory - design of bunker

- design of circular silo using Jansen's theory.

UNIT IV: Earth Retaining Structures 8 LECTURE HOURS

Retaining walls- types. Design of precast retaining walls including anchorage and drainage

and details

Text Books / Reference Books

1. A.K.Jain: Reinforced Concrete-Limit State Design, Nem Chand & Bros.,Roorkee.

2. Pankaj Agrawal: Earthquake Resistant Design of Structures, PHI New.Delhi.

3. H J Shah: Reinforced Concrete Design Vol 2

4. B. C. Punmia, Ashok Kumar Jain, Arun Kumar Jain: Limit State Design of Reinforced

Concrete, Laxmi Publications

5. Varghese: Advanced Reinforced Concrete Design, PHI.

6. IS 456,IS875, IS 3370, IS 1893,IS13920 , BIS, New Delhi.

7. SP -16(S&T)-1980, 'Design Aids for Reinforced Concrete to IS:456, BIS, New Delhi.

8. SP-34(S&T)-1987 'Handbook on Concrete Reinforcement and Detailing', BIS, New Delhi.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

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Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 2 - 3 - - - - - - - - 3 - - -

CO2 3 - - - - - - - - - - 3 - - -

CO3 3 - - - - - - - - - - 3 - - -

CO4 - 3 3 - - - - - - - - 3 - - -

Aver

age 2.7 3 3 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To present the fundamentals of dynamic design in a simplified manner.

2. Expose the students into the basic concepts of structural dynamics.

3. To give them an idea about design aspects in the field and use of those techniques in

infrastructural development plans.

4. To create awareness about principles and methods of dynamic design and provide

knowledge about the application of different types of design methods employed for

engineering projects.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Analyze single degree of freedom systems without damping and with damping

CO2: Analyze multi degree freedom system and continuous systems using iterative techniques.

CO3: Evaluate dynamic response using numerical methods

CO4: Draw mode shapes and determine coefficients

CATALOG DESCRIPTION

Structures are often subjected to dynamic forces of one form or the other during their lifetime.

This course introduces the theory of dynamic response of structures with emphasis on physical

insight into the analytical procedures and with particular application to earthquake engineering.

The structural dynamics component of the course includes free and forced vibration response

of single and multi-degree of freedom systems. The earthquake-engineering component

considers seismic analysis methods, earthquake resistant design philosophy and includes

elements of engineering seismology.

CIVL 7006 Structural Dynamics L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Advanced Mathematics, Engineering Mechanics, Structural

Analysis

Co-requisites --

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Course Content

UNIT I: INTRODUCTION TO DYNAMIC ANALYSIS 8 LECTURE HOURS

Elements of vibratory systems and simple Harmonic Motion- Mathematical models of SDOF

systems - Evaluation of damping resonance. Fourier series expression for loading - (blast or

earthquake) - Duhamel’s integral

UNIT II: SDOF 14 LECTURE HOURS

Evaluation of structural property matrices - Natural vibration - Solution of the Eigen value

problem - Iteration due to Holzer and Stodola Idealization of multi-storeyed frames - analysis

to blast loading - Deterministic analysis of earthquake response - lumped SDOF system

Differential equation of motion - Beam flexure including shear deformation and rotatory inertia

UNIT III: MDOF 10 LECTURE HOURS

Deterministic analysis of earthquake response - MDOF system Differential equation of motion

- Beam flexure including shear deformation and rotatory inertia.

UNIT IV: APPLICATION 4 LECTURE HOURS

Study of Response with help of accelerometer on the models of cantilever beam on virtual lab.

Text Books / Reference Books

1. A.K. Chopra: Dynamics of Structures Theory and Application to Earthquake

Engineering, 2001.

2. Mario Paz: Structural Dynamics, CBS, Publishers, 1987.

3. Roy R Craig, Jr.: Structural Dynamics, John Wiley & Sons, 1981.

4. Clough and Penzien: Dynamics of Structures, 5th Edition, McGraw Hill, 1975.

5. James F. Wilson: Dynamics of Offshore Structures, (Oct 9, 2002)

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

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Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 3 - - - - - - - - - - 3 - - -

CO2 3 - - - - - - - - - - 3 - - -

CO3 - - 3 - - - - - - - - 3 - - -

CO4 - 3 - - - - - - - - 2 2 - -

Average 3 3 3 2.8 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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PRACTICALS

COURSE OBJECTIVES

1. To present the fundamentals of concrete technology in a simplified manner and create

correlation between theoretical and practical aspects.

2. Expose the students into the basic concepts of concrete technology with the help of

various experiments.

3. To give them an idea about Concrete mix design aspects in the field and use of

alternative materials to produce same concrete mix and impact of those materials on

the properties of concrete.

4. To create awareness about principles of advanced concrete technology and provide

knowledge about the application of different advanced mix design methods employed

for engineering projects.

5. To provide knowledge and perform various Non destructive testing of concretes.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Design & analyze concrete mix design for various combination of ingredients

CO2: Acquire knowledge on the Non Destructive test

CO3: Understand Ingredient Analysis of Concrete Core

CO4: Design & analyze the concrete mix design using admixture, etc.

CATALOG DESCRIPTION

Concrete is most widely used construction material because of its versatility, raw material

availability, strength & durability. It can withstand harsh environmental condition while taking

on imaginable shapes & forms. Scientist & engineer are working continuously for better

CIVL 7101 Advanced Concrete Lab L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Concrete Technology

Co-requisites --

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concrete using chemical admixtures & innovative cementitious materials. To verify or

consolidate the same knowledge experimentation and testing is required.

As, it is said that, “One test result is worth than hundred expert opinions”, but this is only true

if such a result is truly accurate & relevant for its application. In practice, it is essential that

tests results are clearly specified & that their field of application & limitations are clearly

understood. It is in this context that experiments are performed. The Lab aims in testing the

properties of various ingredients of concrete. Concrete mix design with various ingredients and

their impact on concrete. Fresh concrete is tested for its consistency and workability.

Nondestructive testing. Hardened concrete is tested for its compressive and tensile strength

List of Experiments

PROPERTIES OF CONCRETE INGREDIENTS:

1. Testing of all ingredients of Concrete Mix including FA, CA, Cement

2. Concrete mix design by IS method for M25 grade without fly ash and admixture

3. Concrete mix design by IS method for M25 grade with admixture

4. Concrete mix design by IS method for M25 grade with flyash

5. Concrete mix design by IS method for M40 with fly ash or PPC and admixture

6. Design of Special Concrete likes fibres/ SCC

7. Strength tests on concrete

NON DESTRUCTIVE TESTS ON CONCRETE:

1. Rebound Hammer Test- RH Test

2. Ultrasonic Pulse Velocity- UPV Test

3. Core Extraction for Compressive Strength Test

INGREDIENT ANALYSIS OF CONCRETE CORE:

1. Concrete Cover Measurement

2. Casting and testing of Concrete beams and study of their behavior.

Modes of Evaluation: Continuous evaluation at lab /Viva Voice

Components Continuous evaluation

Weightage (%) 100%

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Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 - - 3 - 3 - - - - 3 2 - 3 2 2

CO2 - 2 - - 3 - - - - 2 2 - 3 2 2

CO3 - 3 3 - 2 - - - - 2 2 - 3 2 2

CO4 - - 3 - 3 - - - - 3 2 - 3 2 2

Average 2.5 3 2.8 2.5 2 3 2 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To learn the various aspects of Design for different structural elements

2. Expose the students into the basic of Excel, STAAD Pro, in structural Design

3. To give them an idea about detailing of various structural Elements

4. To introduce to the numerical methods to solve problems

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Acquire basic knowledge of STAAD/ MATLAB/ Excle

CO2: Design beam & slab by design software like –STAAD/MATLAB

CO3: Design column & footings by design software like –STAAD/MATLAB

CO4: Design Staircase & joints by design software like –STAAD/MATLAB

CATALOG DESCRIPTION

Structural Design includes all principles of analysis, materials and design. It is not always

possible to do the same with hands in limited duration; as a result, we must be familiar with all

the tools to do the same work. This course deals with preparation of detailed drawing, design,

and understanding of tools like coding, excel and STAAD to do the design of basic structural

elements like beams, Slab, Columns, Stairs, Footing, Joints and correlate the same via manual

design.

List of Experiments

PROPERTIES OF CONCRETE INGREDIENTS:

1. Dimensioning –Preparation of plan, elevation and section drawings of simple structural

objects

Beams

Slab

Columns

CIVL 7102 Computer Aided Structural Design Lab L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Structural Analysis, Design of Concrete Structures, Design of

Steel Structures, Software Knowledge of STAAD

Co-requisites --

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Stairs

Footing

Joints

2. Worksheet calculations in Civil Engineering - Regression & Matrix Inversion.

3. Development of programs in MATLAB/Excel to solve problems using numerical

techniques

4. Analysis of simple structural elements using STAAD-Pro.

5. Manual Calculation and Design for Simple Structures

6. Introduction to Deep Beams

7. Manual And Excel/ STAAD design for beams

8. Manual And Excel/ STAAD design for slabs

9. Manual And Excel/ STAAD design for stairs

10. Manual And Excel/ STAAD design for Columns

11. Manual And Excel/ STAAD design for Footings

12. Manual And Excel/ STAAD design for Joints

Modes of Evaluation: Continuous evaluation at lab /Viva Voice

Components Continuous evaluation

Weightage (%) 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 2 - - - 3 - - - - - 2 3 3 - 2

CO2 - - 2 - 3 - - - - 3 3 3 3 - 2

CO3 - - 2 - 3 - - - - 3 3 3 3 - 2

CO4 - - 2 - 3 - - - - 3 3 3 3 - 2

Aver

age 2 2 3 3 2.8 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To introduce the concept of plate theory.

2. To study the behaviour and analysis of thin plates.

3. To study the behaviour and analysis of rectangular plates.

4. To study the behaviour and analysis of anisotropic plates.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Assess the strength of un-stiffened/stiffened plate panels under point, linearly varying

and uniformly distributed loads.

CO2: Analyze plates under different boundary connections by various classical methods,

special and approximate methods

CO3: Understand the behavior of orthotropic plates, grids and folded plates

CO4: Solve practical problems using energy method, finite difference and finite element

methods

CATALOG DESCRIPTION

Two dimensional plate/shell models are introduced in the axiomatic framework. First, classical

theories for shells/plates, such as the classical lamination theory and the first order shear

deformation theory, are discussed for plate geometries in the case of pure mechanical analysis.

Equilibrium equations in the case of smart structures; both the kirchoff and reissner-mindlin

plate/shell theories are introduced with help of examples.

CIVL 7012 Theory of Plates and Shells L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Structural Analysis, Mechanics of Solids

Co-requisites --

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Course Content

UNIT I: THEORY OF PLATES 8 LECTURE HOURS

Thin Plates with small deflection. Laterally loaded thin plates, governing differential equation,

various boundary conditions. Rectangular plates. Simply supported rectangular plates, Navier

solution and Levy's method, Rectangular plates with various edge conditions, plates on elastic

foundation

UNIT II: SPECIAL AND APPROXIMATE METHODS 12 LECTURE HOURS

Energy methods, Analysis of orthotropic plates and grids, moderately thick plates, Analysis

and behavior of folded plates.

UNIT III: THEORY OF SHELLS 8 LECTURE HOURS

Structural behaviour of shells-classification of shells-translational and rotational shells-ruled

surfaces-methods of generating the surface of different shells-hyperbolic paraboloid-elliptic

paraboloid-conoid-Gaussian curvature-synclastic and anticlastic surfaces. Classical theories of

shells-thin shell-thick shell-small deflection theory-stress resultants and deformations of shells

without bending.

UNIT IV: MEMBRANE THEORY OF SINGLY CURVED SHELLS

8 LECTURE HOURS

Cylindrical shells-free body diagram of a cylindrical shell element-formulation of equilibrium

equation-doubly curved shells- shells of revolution. Bending theory of cylindrical shells-

stresses and deformation of circular cylindrical shells-pressure vessels-cylindrical shells with

uniform internal pressure-free body diagram of a differential cylindrical shell element-

formulation of equilibrium equation. Bending theory of doubly curved shells- Hyperbolic

parabolic shells subjected to external loads and gravity loads- shells of revolution.

Text Books / Reference Books

1. Timoshenko, S. and Krieger S.W.: Theory of Plates and Shells, McGraw Hill Book

Company, New York, 1990.

2. J Ramachandran: Thin shells theory and problems, Universities press.

3. Novoshilov V V: Theory of thin elastic shells, P Noordoff, Groningen,1959.

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4. Ramaswamy G S: Design and construction of concrete shell roofs, Mc Graw Hill, New

York.

5. Bairagi: Plate Analysis, Khanna Publishers, 1996.

6. Reddy J N: Theory and Analysis of Elastic Plates and Shells, McGraw Hill Book

Company, 2006.

7. Szilard, R.: Theory and Analysis of Plates, Prentice Hall Inc., 1995.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 - 3 - - - - - - - - - 3 - - -

CO2 - 3 2 - - - - - - - - 3 - - -

CO3 3 - - - - - - - - - - 3 - - -

CO4 - - 3 - - - - - - - - 3 - - -

Average 3 3 2.5 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To Understand the behaviour of Structural members under Gravity and Lateral Loads

2. (Seismic& Wind).

3. To apply the Capacity Based Concept and Push-over concept for the design of Building

elements.

4. To understand the basic concept for analysis and design for irregularity in the

structures.

5. To understand and apply the concept and technique for retrofitting of structures

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Acquire knowledge of concepts of design & detailing as per IS code provisions for

Earthquakes.

CO2: Develop knowledge for the Capacity based design of Structures.

CO3: Design the structures based on Push – over Analysis.

CO4: Extend the knowledge for retrofitting technique for old structures.

CATALOG DESCRIPTION

The purpose of this course is to develop an in-depth knowledge in the area of design of concrete

structure with the latest code of practice as per the Indian Standard. On completion of this

course student gain good confidence in designing major components of building structures like

beam, column, under gravity & lateral loading. Retaining, Storage, Chimney and bridge

structures. Understand the concept of Pre-stressed and provision for seismic design of

structures

CIVL 7013 Seismic Design of Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Mechanics , Mechanics of solids , Structural

Analysis and design

Co-requisites Understand the Load path and mechanism for resistance.

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Course Content

UNIT I: ENGINEERING SEISMOLOGY 6 LECTURE HOURS

Rebound theory – plate tectonics – seismic waves – earthquake size and various scales – local

site effects – Indian seismicity – seismic zones of India – theory of vibration – near ground and

far ground rotation and their effects

UNIT II: SEISMIC DESIGN CONCEPTS 8 LECTURE HOURS

EQ load on simple buildings – load path – floor and roof diaphragms – seismic resistant

building architecture – plan configuration – vertical configuration – pounding effects – mass

and stiffness irregularities – torsion in structural system Provision of seismic code (IS1893 &

IS 13920) – Building systems – frames – shear wall – braced frames.

UNIT III: MOMENT RESISTING FRAMES (MRF) 8 LECTURE HOURS

Ductility of MRF – Infill walls – Non-structural elements Calculation of EQ load – 3D

modelling of building systems and analysis (theory only) Design and detailing of frames, shear

wall, and frame walls Cyclic loading behavior of RC steel and pre-stressed concrete elements

- modern concepts – base isolation – Adoptive systems – case studies.

UNIT IV: PUSH-OVER ANALYSIS 8 LECTURE HOURS

Push-over analysis technique for performance-based design of building frameworks subject to

earthquake loading. Conventional displacement method of elastic analysis. Plasticity-factor,

degree of plastification, standard elastic and geometric stiffness matrices for frame elements

(beams, columns, etc.).

UNIT V: RETROFITTING 6 LECTURE HOURS

Provisions of retrofitting of RC and Masonry and Timber structures.

NOTE: All designs in units I,II, III, IV &V shall be performed according to design

philosophy.

Text Books / Reference Books

1. Pankaj Agarwal and Manish ShriKhande: Earthquake Resistant Design of Structures,

Prentice- Hall of India, 2007, New Delhi

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2. Bullen K.E.: Introduction to the Theory of Seismology, Great Britain at the University

Printing houses, Cambridge University Press 1996.

3. S K Duggal: Earthquake Resistant Design of Structures, Oxford University Press, 2007.

4. Paulay,T and Priestly, M.N.J.: A seismic Design of Reinforced Concrete and Masonry

buildings, John Wiley and Sons, 1991.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 3 - - - - - - - - 3 - 3 - - 2

CO2 - - 3 - - - - - - 3 - 3 - - 2

CO3 - - 3 - - - - - - 3 - 3 - - 2

CO4 - 3 3 - - - - - - 3 - 3 - 3 2

Average 3 3 3 3 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To study the energy principle, finite element concept, stress analysis, meshing, non-

linear problems & meshing.

2. To arrive at approximate solutions to finite element problems.

3. To perform finite element analysis on one dimensional & two dimensional problems.

4. To familiarize students with isoperimetric element components.

5. To apply equilibrium equations, strain displacement relation, linear constitutive

relation in practical problems.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand the concept of finite elements methods

CO2: Apply FEM with flexibility & stiffness matrices

CO3: Obtain stress & strain for 2D & 3D elements using FEM

CO4: Apply FEM in plates & shells structures

CATALOG DESCRIPTION

Among the various numerical methods available, finite element method is the most popular &

widely used. It is perhaps the most sophisticated tool for solving engineering problems. With

the introduction of new materials, viz. composites, fiber reinforced materials etc. the

conventional fails to give solutions in many cases, or it becomes quite uneconomical or time

consuming. Moreover, many a structure or its components may have complicated shape whose

analysis by conventional methods become very cumbersome & in a few cases almost

CIVL 7014 Finite Element Method L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Theory of elasticity, Matrix Methods ( Element Approach)

Co-requisites Advanced Mechanics of Solids.

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impossible to analyze. Any structure having any shape & made of material can be analyzed by

the finite element method. Such an advantage is not available with other methods

Course Content

UNIT I: INTRODUCTION TO FINITE ELEMENT ANALYSIS

2 LECTURE HOURS

Introduction-Basic Concepts of Finite Element Analysis-Introduction to Elasticity-Steps in

Finite Element Analysis

UNIT II FINITE ELEMENT FORMULATION TECHNIQUES

4 LECTURE HOURS

Virtual Work and variation Principle of Galerkin method-Finite Element Method:

Displacement Approach Stiffness Matrix and Boundary Conditions

UNIT III: FLEXIBILITY 8 LECTURE HOURS

Natural Coordinates-Triangular Elements-Rectangular Elements-Lagrange and Serendipity

Elements-Solid Elements-Isoperimetric Formulation-Stiffness Matrix of Isoperimetric

Elements-Numerical Integration: One Dimensional-Numerical Integration: Two and Three

Dimensional

UNIT IV: ANALYSIS OF FRAME STRUCTURES 8 LECTURE HOURS

Stiffness of Truss Members-Analysis of Truss-Stiffness of Beam Members-Finite Element-

Analysis of Continuous Beam-Plane Frame Analysis-Analysis of Grid and Space Frame

UNIT V: FEM FOR TWO AND THREE DIMENSIONAL SOLIDS

8 LECTURE HOURS

Constant Strain Triangle-Linear Strain Triangle-Rectangular Elements-Numerical Evaluation

of Element Stiffness-Computation of Stresses, Geometric Nonlinearity and Static

Condensation-Axisymmetric Element-Finite Element Formulation of Axisymmetric Element-

Finite Element Formulation for 3 Dimensional Elements

UNIT VI: FEM FOR PLATES AND SHELLS

6 LECTURE HOURS

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Introduction to Plate Bending Problems-Finite Element Analysis of Thin Plate-Finite Element

Analysis of Thick Plate-Finite Element Analysis of Skew Plate-Introduction to Finite Strip

Method-Finite Element Analysis of Shell

Text Books / Reference Books

1. Krishnamurthy C.S: Finite Element Analysis, Theory & Programming, McGraw- Hill,

1995.

2. Desai C.S and Abel, J.F.: Introduction to the finite element Method, Affiliated East west

Press Pvt. Ltd, 2000.

3. V. K. Manikaselvam: Rudiments of Finite Element Method, Dhanpat Rai & Sons

4. T.R. Chandrupatla and A.D. Belegundu: Introduction to Finite Element in Engineering,

PHI Learning Pvt ltd.

5. S. S. Bhavikatti: Finite element analysis, new age publishers, 2007

6. “ David hutton: Fundamentals of finite element method, Tata Mc Graw hills, 2005

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - 3 - - -

CO2 - 3 - - - - - - - - - 3 - - -

CO3 - - 3 - - - - - - - - 3 - - -

CO4 - 3 - - - - - - - - - 3 - - -

Aver

age 3 3 3 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To develop concept and design of sheet pile foundations and coffer dams.

2. To develop concept and design of well foundations.

3. To impart knowledge for the design of foundations subjected to vibrations.

4. To impart knowledge for the drainage and waterproofing systems for foundations.

5. To develop concept of stability of slopes during construction of foundations.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Assimilate knowledge for different types of foundations and to select appropriate

foundation for a type of structure and site conditions.

CO2: Design foundations for industrial structures like chimneys and industrial sheds.

CO3: Design foundation for towers like industrial towers, transmission towers and cooling

towers.

CO4: Assimilate knowledge regarding the design provisions for foundations subjected to

vibrations due to rotating and reciprocating machines

CATALOG DESCRIPTION

All structures are designed to ultimately rest on ground. Foundations are required to safely

transfer the load of structure to ground. Both the foundation as well as the ground should be

able to carry the super structure loads safely to ensure the safety of the building as well as the

people living in it. In industries, dynamic loading considerations are also necessary while

CIVL 7015 Foundations of Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Concrete Technology. Structural Analysis I

and Structural Analysis II. Mechanics of Solids, Design of

Concrete Structures

Co-requisites Nil

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designing foundations for rotating and reciprocating machines. Special provisions like proper

drainage and waterproofing of foundations is also necessary to avoid failure of foundations.

This course is aimed at developing the concept of various types of foundations like sheet piles,

well foundations an dynamics of foundation design for industrial machines. Further

knowledge of drainage and water proofing systems for foundations as well as slope stability

analysis will also be imparted.

Course Content

UNIT I: INTRODUCTION 6 LECTURE HOURS

Types of Foundation and their suitability for various structures and site conditions

UNIT II: FOUNDATIONS FOR TALL STRUCTURE – CHIMNEY

8 LECTURE HOURS

Design of annular concrete Raft Foundation for chimneys including design of steel components

UNIT III: FOUNDATION FOR INDUSTRIAL BUILDINGS 8 LECTURE HOURS

Design of raft foundation for industrial buildings and framed structures for axial and eccentric

loads.

.

UNIT IV: FOUNDATION FOR INDUSTRIAL TOWERS 8 LECTURE HOURS

Design of Foundation for industrial towers. Foundation for cooling towers and transmission

towers

UNIT V: MACHINE FOUNDATION 6 LECTURE HOURS

Machine foundations- impact and reciprocating machines. Turbo generator Foundation.

Text Books / Reference Books

1. Foundation Analysis and Design, Bowles, J.E., McGraw Hill.

2. Principles of Foundation Engineering, Braja M. Das, Thomos Asia Pvt. Ltd., Singapore.

3. Soil Dynamics, Shamsher Prakash, McGraw – Hill.

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 - - 3 - - - - - - - - 2 - 3 -

CO2 - 1 3 - - - - - - - - 3 2 - -

CO3 - 1 3 - - - - - - - - 3 2 - -

CO4 - - 3 - - - - - - - - 2 - 3 -

Aver

age 1 3 2.5 2 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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PRACTICALS

COURSE OBJECTIVES

1. To learn the various aspects of design for different structural elements and advanced

structures

2. Expose the students into the basic of Excel, STAAD Pro, in structural Design

3. To give them an idea about detailing of various structural elements and advanced

structures

4. To introduce to the numerical methods to solve problems

CATALOG DESCRIPTION

Structural Design includes all principles of analysis, materials and design. It is not always

possible to do the same with hands in limited duration; as a result, we must be familiar with all

the tools to do the same work. This course deals with preparation of detailed drawing, design,

and understanding of tools like coding, excel and STAAD to do the design of basic advanced

structures like water tank, retaining wall and silos and correlate the same via manual design.

List of Experiments

PROPERTIES OF CONCRETE INGREDIENTS:

1. Roots of an equation using Newton – Raphson method.

2. Solution of linear simultaneous equations using Gauss elimination.

3. Matrix inversion using GJ method

4. Curve fitting using excel

5. Design of steel and RC Structural elements.-STAAD

6. Analysis using ABAQUS for simple structural element.

CIVL 7113 Computer Aided Structural Design 2 Lab L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Structural Analysis, Design of Concrete Structures, Design

of Steel Structures, Software Knowledge of STAAD

Co-requisites --

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7. Analysis using ANSYS.

8. Manual And Excel/ STAAD design for water tank

9. Manual And Excel/ STAAD design for retaining walls

10. Manual And Excel/ STAAD design for abutments

11. Manual And Excel/ STAAD design for silos

Modes of Evaluation: Continuous evaluation at lab /Viva Voice

Components Continuous evaluation

Weightage (%) 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 2 - - - 3 - - - - - 2 3 3 - 2

CO2 - - 2 - 3 - - - - 3 3 3 3 - 2

CO3 - - 2 - 3 - - - - 3 3 3 3 - 2

CO4 - - 2 - 3 - - - - 3 3 3 3 - 2

Average 2 2 3 3 2.8 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand and assess the real-life situations/ practical problems and research approach

in structural engineering

CO2: Define & analyze the problem statement and work on the solution by using the principles,

tools and techniques

CO3: Develop better understanding about the literature review and project report preparation

CO4: Develop research orientated skill, presentation skill and team work

CATALOG DESCRIPTION

Project work or dissertation work in an important part of Post-graduation course. It impart

critical thinking, experimental & analytical skills of student on problems. Also By the project

work help in developing literature review and writing skill on technical subjects.

In this project course, students will decide their own problem or topic of project/ dissertation

in technical field through various literature review for getting exposure to practical and real

life situations. They will learn effectively to work as individual as well as in a team. Students

are also encouraged to develop model for validation of the work, if required.

PROJ 8107 Project I L T P C

Version 1.0 0 0 16 8

Pre-requisites/Exposure Knowledge of structural engineering subjects

Co-requisites --

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Continuous evaluation Format

Weightage (%) 100% Viva, Presentation and Technical Report.

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 - - - 3 - 3 - - 3 - 3 3 2 2 3

CO2 - - - 3 - 3 - - 3 - 3 3 2 2 3

CO3 - - - 3 - 2 2 3 - - 3 3 2 2 3

CO4 - - - 3 - 3 3 3 3 3 3 3 2 2 3

Aver

age 3 2.8 2.5 3 3 3 3 3 2 2 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand & explore new development and research in civil engineering relevant to

their specialization field.

CO2: Develop better understanding about the literature review and project report preparation

CO3: Develop verbal & non verbal communication skill & presentation skills

COURSE DESCRIPTION:

This course is to check the technical knowledge of the student in civil structural engineering

subjects. Students will give presentation on the topic of their interest. Students will be asked

technical questions by the panel. This is an individual exercise for each student. Each student

will be evaluated by his/her technical skills.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Continuous evaluation Format

Weightage (%) 100% Viva & Presentation

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 3 3 - 3 - 3 - 3 1 2 2 3 - 3 -

CO2 3 - - 3 - 2 - 3 1 2 3 3 - 2 -

CO3 - - - - - - - 3 3 - 3 2 - - -

Average 3 3 3 2.5 3 1.7 2 2.7 2.7 2.5

1=weakly mapped 2= moderately mapped 3=strongly mapped

SEMI 7101 Seminar –I L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Knowledge of Structural engineering

Co-requisites --

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COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand and assess the real-life situations/ practical problems and research approach

in structural engineering

CO2: Define & analyze the problem statement and work on the solution by using the principles,

tools and techniques

CO3: Develop better understanding about the literature review and project report preparation

CO4: Dvelop research orientated skill, presentation skill and team work

CATALOG DESCRIPTION

Project work or dissertation work in an important part of Post-graduation course. It impart

critical thinking, experimental & analytical skills of student on problems. Also By the project

work help in developing literature review and writing skill on technical subjects.

In this project course, students will decide their own problem or topic of project/ dissertation

in technical field through various literature review for getting exposure to practical and real

life situations. They will learn effectively to work as individual as well as in a team. Students

are also encouraged to develop model for validation of the work, if required.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Continuous evaluation Format

Weightage (%) 100% Viva, Presentation and Technical Report.

PROJ 8102 Project II L T P C

Version 1.0 0 0 32 16

Pre-requisites/Exposure Knowledge of structural engineering subjects

Co-requisites --

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Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 - - - 3 - 3 - - 3 - 3 3 2 2 3

CO2 - - - 3 - 3 - - 3 - 3 3 2 2 3

CO3 - - - 3 - 2 2 3 - - 3 3 2 2 3

CO4 - - - 3 - 3 3 3 3 3 3 3 2 2 3

Average 3 2.8 2.5 3 3 3 3 3 2 2 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand & explore new development and research in civil engineering relevant to

their specialization field.

CO2: Develop better understanding about the literature review and project report preparation

CO3: Develop verbal & non verbal communication skill & presentation skills

COURSE DESCRIPTION:

This course is to check the technical knowledge of the student in civil structural engineering

subjects. Students will give presentation on the topic of their interest. Students will be asked

technical questions by the panel. This is an individual exercise for each student. Each student

will be evaluated by his/her technical skills.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Continuous evaluation Format

Weightage (%) 100% Presentation

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 3 3 - 3 - 3 - 3 1 2 2 3 - 3 -

CO2 3 - - 3 - 2 - 3 1 2 3 3 - 2 -

CO3 - - - - - - - 3 3 - 3 2 - - -

Average 3 3 3 2.5 3 1.7 2 2.7 2.7 2.5

1=weakly mapped 2= moderately mapped 3=strongly mapped

SEMI 8101 Seminar- II L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Knowledge of Structural engineering

Co-requisites --

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PROGRAM ELECTIVE –I

COURSE OBJECTIVES

1. To apply technical knowledge for estimation of loads acting on offshore structures.

2. To develop concept of configuration of fixed and floating offshore structures

3. To impart knowledge regarding their construction process, including installation and

materials used.

4. To impart knowledge for the principles and methods of design of members and joints

of offshore structures.

5. To develop concept of configuration and operational aspects of jackup rigs, including

design of jackup rig legs.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Acquire knowledge for estimation of loads acting on offshore structures.

CO2: Develop concept of configuration of fixed and floating offshore structures.

CO3: Assimilate the knowledge regarding the construction process, including installation

and materials used for offshore structures

CO4: Acquire knowledge of design of members and joints of offshore structures.

CO5: Develop concept of configuration and operational aspects of jackup rigs, including

design of jackup rig legs.

CIVL 7007 Design and Construction of Offshore

Structures

L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Design of Steel Structures. Structural Analysis I

and Structural Analysis II. Mechanics of Solids

Co-requisites Knowledge of analysis and design software

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CATALOG DESCRIPTION

Every activity that we try to do requires some kind of energy. Oil and gas are still today a major

source of energy around the world, and will continue to remain so in foreseeable future. While

crude oil and natural gas exploration has been ongoing since last century, recent developments

in exploration of shale gas reserves in Arctic ocean, has added a new dimension for design and

construction of Offshore structures in hostile environments.

This course is intended to develop concept of students regarding various types of offshore

structures that are built for the purpose of exploration of oil and gas and to impart knowledge

regarding their principles and methods of design and construction techniques including

installation and materials used.

Course Content

LOADS ON OFFSHORE STRUCTURES: 6 LECTURE HOURS

Wind Loads; Wave and Current Loads; Calculation based on Maximum base Shear and

Overturning Moments; Design Wave heights and Spectral Definition; Hydrodynamic

Coefficients and Marine Growth; Fatigue Load Definition and Joint Probability distribution;

Seismic Loads;

CONCEPTS OF FIXED PLATFORM JACKET AND DECK:

6 LECTURE HOURS

Jacket concepts, redundant framing arrangement; Launch and Lift jackets; Simple Deck

configurations for Lift and float-over installations; In-service and Pre-service Loads and

analysis

CONCEPTS OF OFFSHORE INSTALLATIONS: 8 LECTURE HOURS

Fixed and floating structures; Spars and TLP’s; Modular topsides and integrated topsides; deck

levels and jacket configurations; Spar and TLP hull arrangements;

Loadout: Fabrication yard, grillage and foundation conditions; Fabrication sequence of

Launch jacket, lift jackets, topsides and modules; Weighing and weight control; Skidded,

Trailer and lifted Loadout methods;

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Transportation: Cargo barges; Launch barges; layout of cargo arrangement; Sea fastening

layout and design; Static and dynamic stability of barge; Motion analysis of barge – cargo

system; Transportation analysis. Transportation fatigue analysis;

Installation Schemes: Lifting and launch schemes for jackets, upending and setting, on

bottom stability; Float-over installations; Dynamics of barge – cargo system;

Installation aids: Launch cradle design; Buoyancy tank design; Lift points – padeyes and

trunnions; spreader frame and spreader bar concepts; Mudmat concepts and design methods;

Lifting topside modules and towers; Bumpers and guides; Grouting and leveling of jackets;

Pile Driving and Monitoring: Pile drivability; Pile stickup design; main and skirt piles

concepts; Vertical and batter piles; Dynamics of vertical piles; Pile driving stresses; Pile

driving monitoring system; Pile capacity prediction from driving records.

Materials for Offshore Applications : Introduction - Factors Affecting Materials selection,

Classification of Materials; Structural Steel ;Topside Materials- Materials Applications,

Materials for Seawater Systems, Materials for Process Piping and Equipment; Material for

HPHT Applications- Limitations of Materials for HPHT Application; Advanced Composite

Materials; Elastomers ; Corrosion Control; Material Reliability and Monitoring; Fracture

Control.

STEEL TUBULAR MEMBER DESIGN: 8 LECTURE HOURS

Principles of WSD and LRFD; Allowable stresses and Partial Safety Factors; Tubular

Members, Slenderness effects; Column Buckling, Design for combined axial and bending

stresses (API RP 2A guidelines);

TUBULAR JOINT DESIGN AND JACKUP RIGS: 8 LECTURE HOURS

Simple tubular joints, design using allowable loads

Jackup Rigs: Configuration and operation of jackups; Simplified analysis; Spudcan

penetration and extraction; Spudcan – pile interaction; Design of jackup legs;

Text Books / Reference Books

1. William J. Graff: Introduction to Offshore Structures: Design, Fabrication, Installation. ,

Gulf Pub. Co.

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2. Baris Soyer and Andrew Tettenborn: Offshore Contracts and Liabilities (Maritime and

Transport Law Library), Informa Law.

3. S. K. Chakrabarti: Hydrodynamics of Offshore Structures, WIT Press

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - 3 - - -

CO2 2 - - - - - - - - - - 2 - - -

CO3 3 - - - - - - - - 3 - 3 - 2 -

CO4 3 - 3 - - - - - - - - 3 - - -

CO5 2 - - - - - - - - 3 - 2 - 2 2

Aver

age 2.6 3 3 2.6 2 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. Understanding basic technique for optimization.

2. Optimum design of civil engineering real life problems.

3. Design of water resources systems for obtaining maximum benefit.

4. Design of optimum pipeline networks for process industry.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand the need and origin of the optimization methods.

CO2: Define an optimization problem and its various components.

CO3: Classify optimization problems to suitably choose the method needed to solve the

particular type of Civil Engineering and other problems.

CO4: Briefly learn about classical and advanced techniques in optimizations

CATALOG DESCRIPTION

The purpose of this course is to develop an in-depth knowledge in the area of optimization

technique. On completion of this course student gain good confidence in optimum designing

basic for major area of Civil Engineering i.e. building structures like beam, column & frames

under gravity & lateral loading. Retaining, Storage, Chimney and Highway and Water

Resource structures.

CIVL 7008 Optimization Methods & Its Applications L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Basic knowledge of Mathematics, Differentiation, Integration,

and basic Civil Engineering principals

Co-requisites Understand the Concept and Principal of civil Engineering field.

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Course Content

UNIT I: 6 LECTURE HOURS

Need for engineering optimal design, Optimum design formulation: Design variable, objective

function and constraints.

UNIT II: 8 LECTURE HOURS

Unconstrained optimization methods: Single variable optimization methods: Region

elimination method – Golden section search, Interval halving method; Multi variable

optimization methods: Direct search method: Powell’s conjugate direction search. Gradient

Based methods: Cauchy’s steeped descent, Newton’s method.

UNIT III: 8 LECTURE HOURS

Constrained optimization methods: Kuhn Tucker condition, Penalty function method,

Augmented Lagrangian method

UNIT IV: 8 LECTURE HOURS

Application of Optimization techniques: Water resource planning management, Structural

Optimization, Transportation planning and Management, Slope stability and optimal

dimensioning of foundations multi-objective optimization models

UNIT V: 6 LECTURE HOURS

Linear Programming: Graphical solution, formulation of primal, Simplex method, formulation

of dual, Dual Simplex method, relationship between primal and dual

Text Books / Reference Books

1. Alexander Kossiakoff, Systems Engineering Principles and Practice

2. Charles. S. Wasson, System Analysis, Design, and Development: Concepts, Principles, and

Practices

3. William T. Morris, Engineering Economic Analysis

4. Godfrey C. Onwubolu, B. V. Babu, New Optimization Techniques in Engineering

5. L.R. Fould, Optimization Techniques

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 - 3 3 3 3 3 - - - - - 3 - 3 -

CO2 3 3 3 3 3 3 - - - - - 3 3 3 -

CO3 3 3 3 3 3 3 3 - - - - - 3 3 -

CO4 3 3 3 3 3 3 - - - - - - - 3 -

Aver

age 3 3 3 3 3 3 3 3 3 3

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To study the stability problems in structural forms & systems.

2. To take care of special consideration for stability during design of structural elements.

3. To study the buckling & analysis of structural elements.

4. To study the stability analysis problem in column, beam & beam column.

5. To make student understand the phenomenon of buckling of frames & plates.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Evaluate static stability criteria using stability equations

CO2: Solve stability problems by energy methods & finite difference method

CO3: Obtain buckling criteria for beams & frames using stability equations

CO4: Obtain buckling criteria for plates using stability equations

CATALOG DESCRIPTION

A system is said to be stable when it is firmly established or cannot be easily adjusted or altered.

Alternatively, stability of a system is also defined as its ability to return back or maintain

original condition when it is slightly disturbed for a short while. In recent times, daring tall

structures are being built all over the world. Concomitantly sophisticated complex structural

analysis is also developed, the solution of which is made easy with the widespread availability

of computer. Considering the slenderness of the structure, the trend is to go in for rigorous

stability analysis. In fact, stability theory is also extended to study the human nervous & joint

system. Recognizing its importance, future direction & tendency in structural design practice,

structural stability is pre-requisite in structural engineering.

CIVL 7009 Stability of Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Elementary Mechanics, Strength of materials, Matrix algebra

Co-requisites Numerical methods, Finite difference methods

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Course Content

BUCKLING OF COLUMNS: 12 LECTURE HOURS

Introduction – concepts of stability – methods of Neutral Equilibrium – Euler column – Eigen

value problem – Axially loaded column – Eccentrically loaded column Energy principle –

Raleigh Ritz method – Galerkin method – Numerical methods (New mark’s Finite Difference

and matrix methods) Beams and Beam columns –

BUCKLING OF BEAMS & FRAMES: 14 LECTURE HOURS

Introduction – lateral buckling of beams – beam column with concentrated and distributed

loads – effect of axial load on bending stiffness Buckling of frames – introduction – modes of

buckling – critical load using various methods Neutral equilibrium – slope deflection

equations, matrix method.

BUCKLING OF PLATES: 10 LECTURE HOURS

Differential equation of plate buckling – critical loan on plates for various boundary conditions

– Energy method – Finite difference method

Text Books / Reference Books

1. Timoshenko and Gere: Theory of elastic stability, McGraw Hill Book Company, 1981

2. Alexandar Chajes: Principles of Structural Stability Theory, Prentice Hall, New Jersey,

1980

3. Iyenger, N.G.R.: Structural Stability of columns and plates, Affiliated East west press Pvt.

Ltd., 1990.

4. 4. Bleich F: Buckling Strength of metal structures, McGraw Hill 1991.

5. V.K. Manikaselvam: Elements of Matrix & stability analysis of structures, Khanna

publishers, 2005

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 2 3 - - - - - - - - - 2 - - -

CO2 - - 3 - - - - - - - - 2 - - -

CO3 - - 3 - - - - - - - - 2 - - -

CO4 - - 3 - - - - - - - - 2 - - -

Average 2 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To Review the basics of different system active and passive system.

2. To Understand the different component of smart system.

3. To know the different materials and its properties using in smart structures.

4. To understand the basic concept of control system for smart structures.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Acquire knowledge of different smart systems

CO2: Develop knowledge for the characteristics & behavior of different smart materials.

CO3: Design the different component of active and passive smart systems.

CO4: Extend the knowledge on design & detailing closed smart system.

CATALOG DESCRIPTION

The purpose of this course is to develop an in-depth knowledge in the area of smart civil

engineering structures i.e. concrete structure as per the Indian Standard. On completion of this

course student gain good confidence in understanding the material and their characteristics

used in designing different smart structures.

Course Content

UNIT I: 8 LECTURE HOURS

Introduction to passive and active systems – need for active systems – smart systems –

definitions and implications - active control and adaptive control systems – examples

UNIT II: 10 LECTURE HOURS

CIVL 7010 Smart Structures and Applications L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Mechanics , Basic Electronics concept

Co-requisites Understand the material properties

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Components of smart systems– system features and interpretation of sensor data – proactive

and reactive systems – demo example in component level – system level complexity.

UNIT III: 10 LECTURE HOURS

Materials used in smart systems – characteristics of sensors – different types smart materials–

Characteristics and behavior of smart materials – modelling smart materials – examples.

UNIT IV: 8 LECTURE HOURS

Control Systems – features – active systems – adaptive systems – electronic, thermal and

hydraulic type actuators – characteristics of control systems – application examples.

Integration of sensors and control systems – modelling features – sensor-response integration

– processing for proactive and reactive components –examples.

Text Books / Reference Books

1. Srinivasan, A.V. and Michael McFarland, D., Smart Structures: Analysis and Design,

Cambridge University Press, 2000.

2. Yoseph Bar Cohen, Smart Structures and Materials 2003, The International Society for

Optical Engineering 2003

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

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Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - 1 1 - 2 - - -

CO2 2 2 - - - - - - 1 1 - 2 - - -

CO3 - - 3 - - - - - 2 2 - 2 - - 1

CO4 - 3 - - - - - - 2 2 - 2 - 2 -

Aver

age 2.5 2.5 3 1.5 1.5 2 2 1

1=weakly mapped 2= moderately mapped 3=strongly mapped

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PROGRAM ELECTIVE - II

COURSE OBJECTIVES

1. To develop concept of different types of floating habitations and their design criteria.

2. To develop concept regarding the structural behavior of wind and solar energy farm

structures and offshore mining structures.

3. To impart knowledge for the design of submarine pipelines for stabilized floating

structures and their construction techniques.

4. To develop concept of accidental loadings and associated design aspects on floating

offshore installations.

5. To develop concept of hydrodynamic fatigue loadings and associated design aspects

on floating offshore structures.

COURSE OUTCOMES

At the end of this course, students will able to:

CO1: Develop concept of various types of floating habitations and their design criteria.

CO2: Develop concept for analyzing the structural behavior of wind and solar energy farm

structures and offshore mining structures.

CO3: Acquire knowledge of design of submarine pipelines for stabilized floating structures

including their construction techniques.

CO4: Develop concept of accidental loadings on floating offshore installations and the

associated design aspects.

CO5: Develop concept of hydrodynamic fatigue loadings on floating offshore structures and

the associated design aspects.

CIVL 7016 Advanced Marine Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Design of Steel Structures. Structural Analysis I

and Structural Analysis II. Mechanics of Solids

Co-requisites -

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CATALOG DESCRIPTION

Offshore engineering, that began with design and construction of structures for oil and gas

exploration, is now diversifying into other areas. Floating habitations are being built today

worldwide. In addition, wind and solar energy farms are being developed offshore, to save the

precious land resource. Offshore Mining is also being carried out extensively worldwide.

Further safety and durability aspects of offshore structures has also become a pertinent issue,

today.

This course is intended to develop concept of students regarding various types of offshore

structures that are built for the purpose of habitation and harnessing of wind and solar energy,

as well as mining. The principles and methods of design of such structures to ensure their safety

against accidents like fire/blast, collisions etc., as well as to enhance their durability against

hydrodynamic fatigue are also covered in this course.

Course Content

FLOATING HABITATIONS: 6 LECTURE HOURS

Floating Platforms for habitation, design and use. Cruise, spar, dumbbell platforms. Modular

Islands, Mariculture farms. Sustaining Floating city designs, Energy efficient floating cities,

Use of prefabricated technologies for floating cities.

FLOATING STRUCTURES FOR WIND, SOLAR ENERGY AND MINING:

8 LECTURE HOURS

Offshore wind energy generating farms, Fixed and floating wind turbines and supporting

structures. Offshore solar energy structures, Offshore structures for mining.

SUBMARINE PIPELINES 8 LECTURE HOURS

Submarine pipelines, Route selection, pipeline characteristics and design, pipeline construction

and stabilization. Anticorrosive coatings.

DESIGN AGAINST ACCIDENTAL (FIRE, BLAST, COLLISION) LOADS:

8 LECTURE HOURS

Behaviour of concrete and steel at elevated temperature; Fire Rating for Hydrocarbon fire;

Design of structures for high temperature; Blast Mitigation-Blast walls; Collision of Boats and

energy absorption.

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DESIGN AGAINST FATIGUE LOADS (CYCLIC LOADING):

6 LECTURE HOURS

Platform survival capacity. Fatigue design of tubular members, Stress concentration factors,

fatigue estimation, S-N curves and fatigue damage calculations.

Reference Books

1. Floating Structures: A Guide for the Design and Analysis by Ltd Oilfield Publications,

CMPT.

2. James F. Wilson: Dynamics of Offshore Structures, Wiley.

3. Gregory P. Tsinker: Floating Ports: Design and Construction Practices, Gulf Publishing

Co.

4. C.M. Wang, E. Watanabe and T. Utsunomiya: Very Large Floating Structures (Spon

Research), CRC Press.

5. P. Le Tirant, J. Meunier: Design Guides in Offshore Structures: Anchoring of Floating

Structures v. 2, BHR Group Ltd.

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - 2 - - - - - - 2 2 2 - 2 2

CO2 3 - - - - - - - - 2 2 2 - 2 2

CO3 - - 3 - - - - - - 2 2 2 - 2 2

CO4 - - 3 - - - - - - 2 2 3 - 3 -

CO5 3 - 3 - - - - - - - - 3 - - -

Aver

age 3 2.8 2 2 2.4 2.3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To provide knowledge of Construction Project management & its unique features

2. To provide detail knowledge on network based project management techniques in

construction projects

3. To make aware of contracting & projects estimation for construction projects

4. To provide knowledge on quality, safety and risk management with respect to

construction projects

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand unique features of construction industry & management of construction

project.

CO2: Assimilate knowledge on network based Construction project management

techniques.

CO3: Acumen knowledge on contract & contract management for Construction Project.

CO4: Develop concept of Construction technology, Safety & quality in construction

projects.

CO5: Acquire advance knowledge on estimation & costing for construction project.

CATALOG DESCRIPTION

Construction Project is a mission, undertaken to create a unique facility, product or service

within specified scope, quality, time and cost. Knowledge area needed to manage such projects

comprise of project management techniques, general management practices and technology –

related subjects. The project management technique of planning, scheduling and controlling

are the tools and devices that bind the subject’s knowledge areas.

CIVL 7017 Construction Management Practices L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Basic of Civil Engineering

Co-requisites

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The construction industry accounts for 6-9% of the Gross Domestic Product (GDP) in India.

Lack of knowledge of construction management practices results time & cost overrun. More

over in various businesses, the rate of business failure of construction project is one of the

highest. One of the reason for this high rate of failure is lack of knowledge of Construction

Management practices.

There is vast scope for improving performance through knowledge of planning & management

practices in the construction industry, where men, materials, machinery, money and

management work together to build a facility. This subject will be helpful for the students to

acquire knowledge about construction industry overview, construction project planning &

management technique and other technological practices required in construction industry.

Course Content

UNIT I: ASPECT OF CONSTRUCTION MANAGEMENT

6 LECTURE HOURS

Construction as industry and its challenges, Role of construction management, Methods of

construction managements. Basic requirements of construction management: Learning

structures. Life cycle of construction projects: Conceptual planning, analysis and design,

procurement, utilization and maintenance. Examples of real projects and its learning

requirements

UNIT II: PROJECT MANAGEMENT TECHNIQUE

8 LECTURE HOURS

Introduction to network based project management techniques: Defining activities and their

interdependence, drawing of network, time and resource estimations, and use of network as

scheduling techniques, use of network as control techniques i.e. Project monitoring.

UNIT III: CONTRACT MANAGEMENT 6 LECTURE HOURS

Stages of awarding contract, types of contract, contract documents, arbitration and settlement

of disputes, contract laws and handling of contracts, commissioning of project

UNIT IV: ESTIMATING & COSTING 8 LECTURE HOURS

Principles of estimation, Examples of estimation of materials for various structures, Principles

of general and detailed specifications. Analysis of rate: definition of analysis of rates, prime

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cost, and work charged establishment, resource planning through analysis of rate, PWD

schedules, measurements and measurement book

UNIT V: CONSTRUCTION TECHNOLOGY 8 LECTURE HOURS

Construction Technology: construction of superstructure and substructures, Quality control.

Examples of construction of structures such as buildings, bridges, roads, tunnels, industrial

structures, Construction safety. Use of information technology in construction industries.

Automation in construction industry: A general discussion.

Text Books / Reference Books

1. Dale H. Besterfield, Carol Besterfield-Michna, Glen H. Besterfield, Mary Besterfield-

Sacre, Total Quality Management, Pearson Education, Prentice Hall.

2. John L. Ashford, The Management of Quality in Construction, E & F.N.Spon, 1989.

3. Jimmy W. Hinze, Construction Safety

4. Richard J Coble, Jimmy W. Hinze & Theo C Haupt, Construction Safety and Health

Management.

5. Quality Management Safety Manual : ISO 9001-2000 BTS-1995.

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - 2 - - - - 3 - - -

CO2 3 - - - - - 3 - - - - 2 - - -

CO3 3 - - - - - 3 - - - - 2 - 2 -

CO4 - - 2 - - - 3 - - 3 - 2 - 2 2

CO5 3 - - - - - 3 - - - 2 2 - 2 -

Aver

age 3 2 2.8 3 2 2.2 2 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To develop concept of prestressing including materials and systems with losses and

serviceability requirements.

2. To impart knowledge regarding design of prestressed slabs and beams.

3. To impart knowledge for the design of prestressed composite and continuous beams

and their construction techniques.

4. To impart knowledge for the design of prestressed tension and compression members.

5. To develop concept of circular prestressing and its application in design and

construction of water tanks and pipes.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Develop concept of prestressing including materials and systems with losses and

serviceability requirements.

CO2: Acquire knowledge necessary for design of prestressed beams and slabs.

CO3: Will assimilate knowledge regarding the design and construction techniques for

prestressed composite and continuous beams.

CO4: Acquire knowledge necessary for design of prestressed tension and compression

members.

CO5: Develop concept of circular prestressing and apply it for design and construction of

water tanks and pipes.

CIVL 7018 Prestressed Concrete L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Concrete Technology. Structural Analysis I and

Structural Analysis II. Mechanics of Solids, Design of Concrete

Structures

Co-requisites Nil

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CATALOG DESCRIPTION

Prestressed concrete technology has slowly taken over the traditional RCC construction

technology, due to its inherent advantages. Prestressed concrete members are usually

crackfree and possess better resistance to impact, shock and weathering action of atmosphere

resulting in high durability and long life as compared to RCC. Further high compressive

strength of concrete and high tensile strength of steel are used effectively for developing

prestressing systems that t make it more economical at the same time.

This course is aimed at developing the concept of prestressing in the students, and also to

impart technical knowledge such that they can design the various structures in prestressed

concrete. Also included in the course is the basic knowledge of construction techniques for

various prestressed concrete structures.

Course Content

INTRODUCTION : 6 LECTURE HOURS

Principles of prestressing - Materials of prestressing - Systems of prestressing - Loss of

prestress - Deflection of Prestressed Concrete members.

BEAM & SLAB : 8 LECTURE HOURS

Slabs - Pre-tensioned and Post-tensioned beams - Design for flexure, bond and shear - IS code

provisions - Ultimate flexural and shear strength of prestressed concrete sections - Design of

end anchorage zones using IS code method.

COMPOSITE BEAM : 8 LECTURE HOURS

Composite beams - Analysis and design.Partial prestressing - non-prestressed reinforcements.

Analysis of Continuous beams - Cable layout - Linear transformation - Concordant cables.

COMPRESSION & TENSION MEMBER : 6 LECTURE HOURS

Design of compression members and tension members.

CIRCULAR PRESTRESSING : 8 LECTURE HOURS

Water tanks - Pipes - Analysis and design - IS Codal provisions.

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Text Books / Reference Books

1. RajaGopalan N.: Prestressed Concrete, Narosa Publishing House, New Delhi.

2. P Dayaratnam,: Prestressed Concrete Structures, Oxford and IBH publications.

3. V. Natarajan: Fundamentals of Prestressed Concrete, B I Publications, Bombay.

4. Krishna Raju: Prestressed Concrete, CBS Publishers and Distributors

5. Lin. T.Y., Burns, N.H, John: Design of Prestressed Concrete Structures, Wiley & Sons.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - 3 - - -

CO2 3 - - - - - - - - - - 3 - - -

CO3 3 3 - - - - - - - - - 3 - 2 -

CO4 3 3 - - - - - - - - - 3 - 2 -

CO5 - 2 3 - - - - - - - - 3 - 2 -

Aver

age 3 2.7 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To impart knowledge on different types of Geological and hydrological investigations.

2. To impart a knowledge on hydraulic structure like weir, fall structure

3. To make aware and provide knowledge about Design of various types of Dams -

Gravity Dam, Earth Dam,

4. To provide knowledge about Arch Dam, collector well

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1:Develop concept of geological and hydrological investigations & planning

CO2:Design hydraulic structures of diversion head-works

CO3:Design hydraulic structures of storage head-works

CO4:Design dams like gravity dam, earth dam & Arch Dam and understanding failures.

CATALOG DESCRIPTION

Hydraulic structures are very important for the storage of water, irrigation and hydropower

generation. The required water is to be stored in hydraulic structures like dam, weir, barrages,

etc. and supply through spillway, diversions works, canals, etc. This subject will be helpful for

the students to learn about the design of such hydraulic structures like diversion headwork,

cross drainage work, various types of dam, spillways, hydropower station etc.

CIVL 7019 Design of Hydraulic Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Fluid Mechanics, Hydrology, Mathematics

Co-requisites --

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Course Content

INVESTIGATION AND PLANNING: 8 LECTURE HOURS

Investigation and Planning – Preliminary investigations and preparation of reports, Layout of

projects, Geological and hydrological investigations.

DIVERSION CANAL HEADWORKS: 8 LECTURE HOURS

Design of Weirs on Permeable foundation - Creep theory, Potential theory, Flownets, design

of weirs - Khosla’s theory, Use of Khosla’s curves, various corrections

STORAGE HEADWORKS: 8 LECTURE HOURS

Types of dams, selection of a site, gravity dam-two dimensional design, forces acting, stability

criterion, elementary profile of a dam, cutoffs and drainage galleries.

Earth dam, design principles, seepage through earth dams, seepage line, control of seepage,

design of filters.

CONSTRUCTION OF DAMS: 6 LECTURE HOURS

Construction of Dams - Masonry, Concrete and Earthen Dams, Foundation for Dams–

Principles of Foundation treatment, grouting methods.

ARCH DAMS: 8 LECTURE HOURS

Constant angle and constant radius arch dam, simple design and sketches, most economical

angle, Infiltration Gallery, Collector wells

Text Books / Reference Books

1. Creager, W. P. Justin D, and Hinds, J.: Engineering for Dams Vol. I, II and III.

2. Kushalani, K. B.: Irrigation (Practice and Design) Vol. III and IV.

3. P. Novak , A. I. B. Moffat , C. Nalluri , R. Narayanan: Hydraulic Structures, CRC Press,

4th Edition, 2007.

4. Ken Weaver and Donald Bruce: Dam Foundation Grouting, American Society of Civil

Engineers, Rev Exp Edition, 2007.

5. Santhosh Kumar Garg: Irrigation Engineering and Hydraulic Structures, Khanna

Publishers, 1997.

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Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - 1 - 2 - - -

CO2 - - 3 - - - - - - 1 - 2 - - -

CO3 - - 3 - - - - - - 1 - 2 - - -

CO4 - - 3 - - - - - - 2 1 2 - - -

Aver

age 3 3 1.3 1 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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PROGRAM ELECTIVE –III

COURSE OBJECTIVES

1. To develop concept of different types of floating offshore structures.

2. To impart knowledge regarding the structural behavior of floating structures.

3. To impart knowledge for the principles and methods of design of stabilized floating

structures.

4. To develop concept of configuration and design aspects of floating offshore

installations.

5. To impart knowledge for the selection and methods of design of anchorage system for

floating structures.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Develop concept of various floating offshore structures like TLP, SPAR, FPSO and

FLNG.

CO2: Assimilate the knowledge regarding the structural behavior of floating structures,

including estimation of loads and stability considerations.

CO3: Acquire knowledge of design of stabilized floating structures like Tension leg

platforms and Spars.

CO4: Develop concept of configuration and design aspects of floating offshore installations

like the FPSO and FLNG.

CO5: Acquire knowledge for selection and design of anchorage systems for floating

structures like mooring lines.

CIVL 7020 Design of Floating Structures L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Design of Steel Structures. Structural Analysis I

and Structural Analysis II. Mechanics of Solids, Theory of

Elasticity

Co-requisites Knowledge of analysis and design software

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CATALOG DESCRIPTION

Every activity that we try to do requires some kind of energy. Oil and gas are still today a major

source of energy around the world, and will continue to remain so in foreseeable future. While

crude oil and natural gas exploration has been ongoing since last century, recent developments

in exploration of shale gas reserves in Arctic ocean, has added a new dimension for design and

construction of Offshore structures in hostile environments.

This course is intended to develop concept of students regarding various types of offshore

structures that are built for the purpose of exploration of oil and gas and to impart knowledge

regarding their principles and methods of design and construction techniques including

installation and materials used.

Course Content

INTRODUCTION TO FLOATING STRUCTURES: 6 LECTURE HOURS

Semi-submersibles, TLPs, FPSOs, Spars and other recent FLNGs.

STRUCTURAL BEHAVIOR OF FLOATING STRUCTURES:

8 LECTURE HOURS

General concepts on estimation of loads and Hydrostatic Stability-Elastic plate theory; Plated

structures; stiffened plates-Buckling of plates; Semi-submersible columns.

STABILIZED STRUCTURES: 8 LECTURE HOURS

Design of pontoons;-Tension leg platforms; Tethers selection and design-Spar hulls; classic,

truss and cell spar-Spar hull compartments and design of shell structures

FLOATING OFFSHORE INSTALLATIONS: 8 LECTURE HOURS

FPSOs; Turret and spread moored units-Design aspects.

ANCHORING OF FLOATING STRUCTURES: 6 LECTURE HOURS

Selection of mooring system for floating structures-Design and installation of moorings float-

over installations

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Text Books / Reference Books

1. Floating Structures: A Guide for the Design and Analysis by Ltd Oilfield Publications ,

CMPT.

2. James F. Wilson: Dynamics of Offshore Structures, Wiley.

3. Gregory P. Tsinker: Floating Ports: Design and Construction Practices -(Mar 1986)

4. C.M. Wang: Very Large Floating Structures (Spon Research), E. Watanabe and T.

Utsunomiya (Oct 30, 2007)

5. P. Le Tirant, J. Meunier: Design Guides in Offshore Structures: Anchoring of Floating

Structures v. 2, BHR Group Ltd.

6. Subrata K Chakrabarti: Handbook of Offshore Engineering, Elsevier.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 - - - - - - - - - - 3 - - -

CO2 1 3 - - - - - - - - - 3 - - -

CO3 - - 3 - - - - - - - - 3 - - -

CO4 2 - 3 - - - - - - - - 3 - - 2

CO5 - 3 3 - - - - - - 1 - 3 - 2 2

Aver

age 2 3 3 1 3 2 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To Review the basics of Analysis and Finding capacity of existing structure.

2. To Understand the Causes of Failure of structures and know the assessment technique.

.

3. To know the effect due to corrosion and other chemical on the structures.

4. To understand the basic concept for retrofitting of structures

5. To apply the concept of retrofitting to civil engineering structures ,like heritage

buildings- high rise buildings- water tanks – bridges and other structures

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Acquire knowledge of concepts of design & detailing retrofitted structures.

CO2: Develop knowledge for Diagnosis and Assessment of Distress of structure.

CO3: Apply the modern technique of retrofitting under any disaster.

CO4: Extend their knowledge to understand the causes, effect and solution.

CATALOG DESCRIPTION

The purpose of this course is to develop an in-depth knowledge in the area assessing present

strength, causes and effect of distress developed in the structure due to disaster. Provide the

acceptable solution according to latest code of practice as per the Indian Standard. On

completion of this course student gain good confidence in providing solution for retrofitting

designing major components of building structures like beam, column, Retaining , Storage ,

CIVL 7021 Structures in Disaster Prone Areas &

Rehabilitation

L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Mechanics , Mechanics of solids , Structural

Analysis and design

Co-requisites Understand the Load path and mechanism for resistance.

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and bridge structures, Understand the concept of Pre-stressed for providing solution for the

same.

Course Content

FAILURE OF STRUCTURES: 6 LECTURE HOURS

Review of the construction theory – performance problems – responsibility and accountability

– case studies – learning from failures – causes of distress in structural members – design and

material deficiencies – over loading.

DIAGNOSIS AND ASSESSMENT OF DISTRESS: 8 LECTURE HOURS

Visual inspection – non- destructive tests – ultrasonic pulse velocity method – rebound hammer

technique – ASTM classifications – pullout tests – Bremor test – Windsor probe test – crack

detection techniques – case studies – single and multi-storey buildings – Fiberoptic method for

prediction of structural weakness. Environmental Problems and Natural Hazards.

EFFECTS: 8 LECTURE HOURS

Effect of corrosive, chemical and marine environment – pollution and carbonation problems –

durability of RCC structures – damage due to earthquakes and flood strengthening of buildings

– provisions of BIS 1893 and 4326

MODERN TECHNIQUES OF RETROFITTING: 10 LECTURE HOURS

Structural first aid after a disaster – guniting -jacketing – use of chemicals in repair –

application of polymers – ferrocement and fiber concretes as rehabilitation materials – rust

eliminators and polymer coating for rebars- foamed concrete- mortar repair for cracks- shoring

and underpinning - strengthening by pre-stressing.

CASE STUDIES: 4 LECTURE HOURS

Buildings - heritage buildings- high rise buildings- water tanks – bridges and other structures

Text Books / Reference Books

1. Raikar, R.N.: Learning from failures – Deficiencies in Design, Construction and Service

R&D Centre (SDCPL), RaikarBhavan, 1987.

2. Dovkaminetzky: Design and Construction Failures, Galgotia Publication, NewDelhi, 2001.

3. Shen-En Chen, R. Janardhanam, C. Natarajan, Ryan Schmidt: Ino-U.S. Forensic Practices

- Investigation Techniques and Technology, ASCE, U.S.A., 2010.

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4. C. Natarajan, R. Janardhanam, Shen-En Chen, Ryan Schmidt: Ino-U.S. Forensic Practices

- Investigation Techniques and Technology, NIT, Tiruchirappalli, 2010.

5. Gary L. Lewis: Guidelines for Forensic Engineering Practice, ASCE, U.S.A., 2003.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 - - 3 - - - - - - 2 - 3 - 2 -

CO2 - 3 - - - - - - - 2 2 3 - 2 2

CO3 - - - - 3 - - - - 2 - - 3 2 -

CO4 - 3 - - - - - 2 - 2 2 3 - - 2

Average 3 3 3 2 2 2 3 3 2 2

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To develop the concept of functional planning of bridges.

2. To impart knowledge regarding the effect of primary and secondary loading on bridges.

3. To develop the design concept of normal and skew bridges.

4. To develop concept regarding configuration and design of long span bridges including

recent trends in bridge engineering.

5. To impart knowledge for the design of bridge substructure for normal and skew

bridges.

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Develop concept for functional planning of bridges including site selection,

hydrological and traffic projections. .

CO2: Acquire knowledge regarding primary and secondary loadings as per IRC code, bridge

rules and Metro loadings and their effect on design and life of bridge.

CO3: Acquire knowledge regarding the design of normal slab and T- beam and skew bridges.

CO4: Develop concept regarding configuration and design of long span bridges and also get

exposure to recent trends in bridge engineering.

CO5: Acquire knowledge for design of bridge substructure for normal and skew bridges

CATALOG DESCRIPTION

Bridges allow people and communities to interact together, easing transportation and

development of trade. It is considered to be vital component of a transportation system, as its

capacity governs the capacity of entire transport system. It is therefore necessary to develop

the concept of functional design of bridge from the point of view of convenience, safety and

sustainability, besides adequate strength and cost economics.

CIVL 7022 Bridge Engineering L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Theory of structures, Design of RCC Structures

Co-requisites --

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This course is intended to develop the above capability, besides imparting knowledge of bridge

design principles.

In addition to normal bridges, recent developments in design of skew and long span bridges

are also covered in this course.

Course Content

INTRODUCTION: 6 LECTURE HOURS

Components of bridge - Classification - Need for investigation - Bridge site - Data collection

- design discharge - linear waterway - economical span - scour depth - traffic projection -

choice of bridge type.

LOADS ON BRIDGES: 8 LECTURE HOURS

Indian Road Congress (IRC) bridge codes - dimensions - dead and live loads - impact effect -

wind and seismic forces - longitudinal and centrifugal forces - hydraulic forces - earth pressure

- temperature effect and secondary stresses.

SLAB AND T - BEAM BRIDGES: 8 LECTURE HOURS

Design of slab bridges - skew slab culverts - box culverts. T - beam bridges - Pigeaud curves -

Courbon's theory - Hendry Jaegar method - analysis and design of T - beam bridges.

LONG SPAN BRIDGES: 8 LECTURE HOURS

Hollow girder bridges - balanced cantilever bridges - continuous girder bridges - rigid frame

bridges - arch bridges - bow string girder bridges. Prestressed concrete bridges - composite

prestressed concrete super structures - erection of precast girders - continuous construction -

recent trends.

BEARINGS AND SUBSTRUCTURE: 6 LECTURE HOURS

Design of bearings for slab, girder, skew bridges - Design of piers - abutments - trestles, Joints

- expansion joints.

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Text Books / Reference Books

1. Johnson Victor. D: Essentials of Bridge Engineering, Oxford and IBH Publishing Co. Pvt.

Ltd., New Delhi.

2. Krishna Raju .N: Design of Bridges, fourth edition Oxford & IBM Publishing Co,

Bombay.

3. Raina .V.K.: Concrete Bridge Practice, Tata McGraw Hill Publishing Co., New Delhi.

4. IRC Standard Specifications and Code of Practice for Road Bridges SP 6.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO

/CO

P

O1

P

O2

P

O3

P

O4

P

O5

P

O6

P

O7

P

O8

P

O9

PO

10

PO

11

PS

O1

PS

O2

PS

O3

PS

O4

CO1 3 3 - - - - - - - - - 2 1 - -

CO2 3 - - - - - - - - 2 - 3 - - 3

CO3 - - 3 - - - - - - 2 - 3 - - 2

CO4 - - 3 - - - - - - 2 - 3 - - 3

CO5 - - 3 - - - - - - 2 - 3 - - 2

Aver

age 3 3 3 2 2.8 1 2.5

1=weakly mapped 2= moderately mapped 3=strongly mapped

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COURSE OBJECTIVES

1. To understand the design concept of various earth retaining structures

2. To understand the design of underground and elevated liquid retaining structures.

3. To study the design of material storage structures

COURSE OUTCOMES

On the completion of this course, student will be able to:

CO1: Understand concept & design of retaining walls

CO2: Design various components of Steel water tanks

CO3: Design various components of concrete water tanks

CO4: Design various parts of bunkers & silos

CATALOG DESCRIPTION

Retaining walls are generally used to retain earth or such materials to maintain unequal levels

on its two faces. Retaining walls are extensively used in the construction of basements below

ground level, wing walls of bridge and to retain slopes in hilly terrain roads. Reinforced

concrete & steel tower frame works comprising of the columns and braces are generally used

to support overhead water tanks. The columns having the same cross section are symmetrically

placed to resist the dead loads and wind loads. Bunker and Silos may be classified as storage

structures generally used for storing coal, cement, food grains and other granular materials.

Reinforced concrete bunkers and silos have almost replaced the steel storage structures because

of their ease of maintenance and superior architectural qualities. The present day cement

factories invariably opt for single ora battery of silos to store the manufactured cement. The

CIVL 7023 Design of Water Retaining & Storage

Structures

L T P C

Version 1.0 3 0 0 3

Pre-requisites/Exposure Knowledge of Structural Analysis, Soil mechanics, Design of

Concrete Structures

Co-requisites --

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development of slip form method of casting of tall cylindrical reinforced concrete structure has

resulted in rapid construction of silos.

Course Content

DESIGN OF RETAINING WALL: 8 LECTURES HOURS

Types, behavior and application of retaining wall, stability criteria, design & detailing of

cantilever & counterfort type retaining wall for various ground conditions.

STEEL WATER TANKS: 10 LECTURES HOURS

Design of rectangular riveted steel water tank – Tee covers – Plates – Stays –Longitudinal and

transverse beams – Design of staging – Base plates – Foundation and anchor bolts – Design of

pressed steel water tank – Design of stays – Joints – Design of hemispherical bottom water

tank – side plates – Bottom plates – joints – Ring girder – Design of staging and foundation.

CONCRETE WATER TANKS: 12 LECTURES HOURS

Design of Circular tanks – Hinged and fixed at the base – IS method of calculating shear forces

and moments – Hoop tension – Design of intze tank – Dome – Ring girders – Conical dome –

Staging – Bracings – Raft foundation – Design of rectangular tanks – Approximate methods

and IS methods – Design of underground tanks – Design of base slab and side wall – Check

for uplift.

CONCRETE BUNKERS AND SILOS: 6 LECTURES HOURS

Design of square bunker – Side Walls – Hopper bottom – Top and bottom edge beams – Design

of cylindrical silo – Wall portion – Design of conical hopper – Ring beam at junction.

Text Books / Reference Books

1. S. R. Karve and V. L. Shah: Illustrated Design of Reinforced Concrete Buildings,

Structures Publishers.

2. N. Krishna Raju: Advanced Reinforced Concrete Design, CBS Publishers.

3. S. Unnikrishna Pillai and Devdas Menon: Reinforced Concrete Design, Tata McGraw Hill.

4. H. J. Shah: Reinforced Concrete, Vol. I and II, Charotar Publishing.

5. Punmia B.C: Advanced RCC Design, Laxmi Publications Pvt. Ltd”. 2006.

6. Varghese A. V.: Advanced Reinforced Concrete, Varghese, Prentice Hall of India.

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7. Sinha S. N.: Reinforced Concrete Design, Tata Mc-Graw Hill, Delhi.

8. IS Codes (latest) : IS:456, IS:875 (all parts), IS:1893(P-1,2), IS:4326, IS:13920, IS: 3370

(P-1 to 4), SP:16, SP:34.

Modes of Evaluation: Quiz/Assignment/ presentation/ extempore/ Written Examination

Examination Scheme:

Components Internal Term Paper/

Seminar

End Term examination Total

Weightage (%) 30% 20% 50% 100%

Relationship between the Course Outcomes (COs), Program Outcomes (POs) and Program

Specific Outcomes

PO /CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PSO1 PSO2 PSO3 PSO4

CO1 3 - 3 - - - - - - 3 - 3 - - 2

CO2 3 - 3 - - - - - - 3 - 3 - - 2

CO3 3 - 3 - - - - - - 3 - 3 - - 2

CO4 3 - 3 - - - - - - 3 - 3 - - 2

Average 3 3 3 3 2

1=weakly mapped 2= moderately mapped 3=strongly mapped