university of petroleum & energy studies...3. chen and han : plasticity for structural engineers,...

2017-19 Batch UNIVERSITY OF PETROLEUM & ENERGY STUDIES

UNIVERSITY OF PETROLEUM & ENERGY STUDIES

(ISO 9001:2008 Certified)

M.TECH STRUCTURAL ENGINEERING with specialization in

OFFSHORE STRUCTURES

(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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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.


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.


M.TECH (STRUCTURAL ENGINEERING) WITH SPECILIZATION IN OFFSHORE

STRTUCTURES 2017 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


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 --


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

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


COURSE OBJECTIVES


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


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.


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.


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


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



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


CO1: Develop concept of planning and general requirements of industrial structures,

including estimation of loads acting on them.

CO2: Acquire knowledge for design of steel industrial buildings, including design of gantry

girders and trussed roofs.

CO3: Acquire knowledge for design of chimneys, cooling towers and bunkers and silos.

CO4: Acquire knowledge of design of transmission towers including sag and tension in

transmission lines.

CO5: Acquire knowledge for design of foundations of various types of towers, chimneys

and machine foundations.

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.

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


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.

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

Steel structures- Gantry Girder, Crane Girders –Design of trusses

EMISSION & STORAGE STRUCTURES: 10 LECTURE HOURS

Design of self-supporting chimney, Design of Chimney bases-Cooling Towers - Bunkers and

Silos

TRANSMISSION STRUCTURES: 10 LECTURE HOURS

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

FOUNDATIONS: 10 LECTURE HOURS

Design of foundation for Towers, Chimneys and Cooling Towers - Machine Foundation -

Design of Turbo Generator Foundation

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.


Examination Scheme:


Seminar


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



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 - -

CO5 - 1 3 - - - - - - - - 3 2 -

Aver

age 3 1 3 3 2.3



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


CO1: Acquire knowledge of concepts of design & detailing retaining structures.

CO2: Develop knowledge for the design & detailing of circular Structure.

CO3: Design the reinforced concrete beams & columns for Seismic design.

CO4: Extend the knowledge on design & detailing of Grid & Flat slab.

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.


Course Content

UNIT I: INTRODUCTION 8 LECTURE HOURS

The nature of concrete, stress-strain relationships of concrete, stress-strain relationships of

reinforcing steel, stress block parameters. Failure criteria for concrete. Behavior of concrete

flexural members, general equations for calculation of moment capacities at ultimate limit state

and at limit state of local damage, flexural rigidity, calculation of deflection, redistribution of

moments, design examples.

UNIT II: 12 LECTURE HOURS

Yield line theory -Design of grid slab, flat slab, circular slab.

UNIT III: 12 LECTURE HOURS

Torsional resistance of concrete beams, reinforcement for torsion, design examples. Design of

deep beam, trapezoidal beam, tapered beam, circular beam.

UNIT IV: 14 LECTURE HOURS

Compression members combines axial load and uniaxial bending. Interaction diagrams,

combined axial load and biaxial bending, slender compression members, design example using

I.S.456-2000. Composite column concepts.

Detailing of reinforcement as per IS code, BBS for working examples

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

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.


Examination Scheme:


Seminar


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



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



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


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 --


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.


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)


Examination Scheme:


Seminar


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



Specific Outcomes


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

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

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

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

Average 3 3 3 2.8 2



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


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 --


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%



Specific Outcomes


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



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


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


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 --


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



Weightage (%) 100%


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



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


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 --


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.


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.


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.


Examination Scheme:


Seminar


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


Specific Outcomes


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

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

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

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

Average 3 3 2.5 3



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


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.


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.


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

Prentice- Hall of India, 2007, New Delhi


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.


Examination Scheme:


Seminar


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


Specific Outcomes


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



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


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.


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


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


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


Examination Scheme:


Seminar


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


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



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


CO1: Develop concept of sheet pile foundations and coffer dams including their methods of

design.

CO2: Develop concept of well foundations including their methods of design.

CO3: Assimilate knowledge regarding the design provisions for foundations subjected to

vibrations due to rotating and reciprocating machines.

CO4: Assimilate knowledge regarding various systems for drainage and water proofing of

foundations.

CO5: Develop concept of analysis of slope stability and apply it to cases of construction of

foundations in hilly areas.

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

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


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

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: SHEET PILE FOUNDATIONS AND COFFERDAMS

8 LECTURE HOURS

Sheet Pile structures - cantilever sheet pile walls in granular and cohesive soils - Anchored

bulk heads - Free earth support and fixed earth support methods – Anchor, Coffer Dams -Types

- cellular cofferdam - uses - Design by TVA and Cumming's method.

UNIT II: WELL FOUNDATIONS 6 LECTURE HOURS

Types of caissons - Analysis of well foundations - determination of scourdepth - steining

thickness - well sinking.

UNIT III: FOUNDATIONS SUBJECTED TO VIBRATIONS

8 LECTURE HOURS

Elements of vibrations - Free, damped, free and forced vibrations - Design criteria - Pauw's

analogy - IS Code of practice for impact and reciprocating machines.

UNIT IV: FOUNDATION DRAINAGE AND WATER PROOFING

6 LECTURE HOURS

Dewatering well points system, sand drains. Foundations in expansive soils - Mechanism -

factors influencing swelling - Use of Geosynthetics.

UNIT V: STABILITY ANALYSIS OF SLOPES

8 LECTURE HOURS

Infinite slopes in sand and clays - finite slope - Swedish circle - stability of earth dam slope

during steady and sudden draw down - friction circle method - Taylor's stability number.



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.


Examination Scheme:


Seminar


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


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 - - - - - - - - 2 - 3 -

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

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

CO5 - 3 - - - - - - - - - 3 - 1 2

Aver

age 3 3 3 3 2.4 2.2 2



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


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 --


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



Weightage (%) 100%


Specific Outcomes


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



COURSE OUTCOMES


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 --



Examination Scheme:

Components Continuous evaluation Format

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


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



COURSE OUTCOMES


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

their specialization field.


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.


Examination Scheme:


Weightage (%) 100% Viva & Presentation


Specific Outcomes


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


SEMI 7101 Seminar –I L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Knowledge of Structural engineering

Co-requisites --


COURSE OUTCOMES


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


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.


Examination Scheme:


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 --



Specific Outcomes


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



COURSE OUTCOMES


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

their specialization field.


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.


Examination Scheme:


Weightage (%) 100% Presentation


Specific Outcomes


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


SEMI 8101 Seminar- II L T P C

Version 1.0 0 0 2 1

Pre-requisites/Exposure Knowledge of Structural engineering

Co-requisites --


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


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


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;


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;


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

Gulf Pub. Co.


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


Examination Scheme:


Seminar


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


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



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


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.


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


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

2. L.R. Fould: Optimization Techniques



Examination Scheme:


Seminar


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


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



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


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


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


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



Examination Scheme:


Seminar


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


Specific Outcomes


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

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

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

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

Average 2 3 3 2



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


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

Intro

university of petroleum & energy studies...3. chen and han : plasticity for structural engineers,...

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