Total - Gogte Institute of Technology · 2016. 8. 23. · 3) M. F. Rubinstein, “Matrix omputer Methods of Structural Analysis”, Prentice Hall Publishers, 1966 4) M. Mukhopadhyay,

Scheme of Teaching (All semester M.Tech) Curriculum frame work:

Sl.No. Subject Area No. of credits

1 Professional Core ( Theory & Practicals) PC 36

2 Professional Elective PE 16

3 Lab PC 4

4 Seminar PC 2

5 Internship SS 10

6 Project PR 22

7 Term Assignment/ Miniproject PT 4

Total 94

Lecture (L): One Hour /week – 1 credit Practicals (P): Two hours /week – 1 credit Semester wise distribution of credits

Semester Credits

1 25

2 25

3 26

4 18

Total 94

FIRST SEMESTER

Sl.No Code Course Credits

Total credits Contact

Hours/week Marks

L – T - P CIE SEE Total

1. 16CSE11 Matrix Methods of Structural

Analysis PC1 4 – 0 – 0 4 4 50 50 100

2. 16CSE12 Advanced Design of RCC

Structures PC2 4 – 0 – 0 4 4 50 50 100

3. 16CSE13 Theory of Elasticity and Plasticity PC3 4 – 0 – 0 4 4 50 50 100

4. 16CSE14 Structural Dynamics PC4 4 – 0 – 0 4 4 50 50 100

5. 16CSE15X Elective - A PE-A 4 – 0 – 0 4 4 50 50 100

6. 16CSEL16 Structural Engineering Lab PC5 0 – 0 – 2 2 2 25 25 50

7. 16CSE17 Seminar –I S1 0 – 0 – 1 1 25 25

8. 16CSE18 Mini Project – I 0 – 0 – 2 2 4 25 25

Total 25 26 325 275 600

Sl.No Elective-A

Subject Code

1. Design of Industrial Structures 16CSE151

2. Special concretes 16CSE152

3. AI and Expert System in Structural Engineering 16CSE153

SECOND SEMESTER



Hours/week Marks


1. 16CSE21 Theory of Plates and Shells PC1 4 – 0 – 0 4 4 50 50 100

2. 16CSE22 Earthquake Resistant Design of

Structures PC2 4 – 0 – 0 4 4 50 50 100

3. 16CSE23 Finite Element Method of Analysis PC3 4 – 0 – 0 4 4 50 50 100

4. 16CSE24 Design concepts of Substructures PC4 4 – 0 – 0 4 4 50 50 100

5. 16CSE25X Elective-B PE-B 4 – 0 – 0 4 4 50 50 100

6. 16CSEL26 Computer Aided Analysis and

Design Lab PC5 0 – 0 – 2 2 2 25 25 50

7. 16CSE27 Seminar –II S2 0 – 0 – 1 1 25 25

8. 16CSE28 Mini Project – II 0 – 0 – 2 2 4 25 25

Total 25 26 325 275 600

Sl.No Elective-B

Subject Code

1. Design of concrete bridges 16CSE251

2. Design of Tall Structures 16CSE252

3. Repair and Rehabilitation of structures 16CSE253

THIRD SEMESTER



Hours/week Marks


1. 15CSE31 Stability Analysis of Structures PC1 4 – 0 – 0 4 4 50 50 100

2. 15CSE32X Elective-C PE-C 4 – 0 – 0 4 4 50 50 100

3. 15CSE33X Elective-D PE-D 4 – 0 – 0 4 4 50 50 100

4. 15INT34 #Internship SS 10 50 50 100

5. 15CSE35 *Project Phase-I PR 4 25 25

Total 26 12 225 200 425

Sl.No Elective-C

Subject Code

1. Reliability Analysis of Structures 15CSE321

2. Smart Materials and composite structures 15CSE322

3. Cold formed light gauge steel structures 15CSE323

Sl. No Elective-D

Subject Code

1. Design of Pre-Stressed Concrete structures 15CSE331

2. Soil-Structure Interaction 15CSE332

3. Optimization of Structures 15CSE333

Self Study topics shall be evaluated during CIE (Assignments and IA tests) and 10% weightage shall be given in SEE question paper. SCHEME OF EVALUATION Scheme of Continuous Internal Examination (CIE):

Components Average of best two tests out of three

Average of two assignments/activity

Seminar/ Mini project

Total Marks

Maximum Marks 30 10 10 50

Scheme of Semester End Examination (SEE):

1.It will be conducted for 100 marks of 3 hours duration. It will be reduced to 50 marks for the calculation of SGPA and CGPA.

2.Question paper contains 08 questions each carrying 20 marks. Students have to answer FIVE full questions. SEE question paper will have two compulsory questions (any 2

units) and choice will be given in the remaining three units.

INTERNSHIP: The student shall undergo an internship for 8 weeks. The students shall undergo internship (without waiting for the results) starting from the end of 2nd semester Examination and complete before the start of 3rd semester. INTERNSHIP EVALUATION:

• Internship shall be evaluated for 100 marks out of which 50 marks as internal assessment (CIE) and 50 marks as external assessment (SEE) . The splitup of CIE is shown

below.

FOURTH SEMESTER



Hours/week Marks


1. 15CSE41 Project Phase-II PR 4 25 25

2. 15CSE42 Project Phase-III PR 4 25 25

3. 15CSE43 Project Viva-Voce PR 10 100 100

Total 18 12 50 100 150

• There will be 50 external marks for internship which shall be awarded through Viva-Voce on internship that shall be conducted at the college jointly by internal and

external guide/ Examiner.The date of Viva-Voce shall be fixed in consultation with the external guide/ Examiner. If the external guide cannot come for the

examination then the college shall arrange for external examiner from the local industries/ organisation/colleges. The expenses of external examiner are to be borne

by the college.

Marks INTERNSHIP EVALUATION:

CIE 15 By External Guide

20 For Report Evaluation

15 For Presentation( By Department level Committee) *

SEE 50 Viva-voce (By Internal and External Guide/ Examiner)

* At the beginning of the 3rd semester, the department shall schedule for the presentation by all the students which will be evaluated by a team of faculty members for the above 15 marks.

SEMESTER-I

MATRIX METHODS OF STRUCTURAL ANALYSIS

Course Code: 16CSE11 Credits: 04

Course Type: PC CIE Marks: 50

Hours/week: L – T – P 4 – 0 – 0 SEE Marks: 50

Total Hours: 50 SEE Duration: 3 Hours for 100 marks

Course Learning Objectives (CLOs):

CLO1: Understand and apply the fundamental concepts of matrix methods of structural analysis.

CLO2: Understand and apply the concept of element approach of Flexibility matrix method.

CLO3: Understand and apply the concept of element approach of Stiffness matrix method.

CLO4: Understand and apply the concept of Direct Stiffness method.

CLO5: Understand the solution techniques to solve simultaneous equations as applied to matrix methods of

structural analysis.

Pre-requisites:

1. Structural Analysis (Determinate and Indeterminate structures)

2. Basics of Matrix operations

Detailed Syllabus:

UNIT-I:

Fundamental Concepts: Static and Kinematic indeterminacy; Concepts of stiffness and flexibility; Principles of

minimum potential energy and minimum complementary energy; Local and Global coordinate systems;

Development of element flexibility and element stiffness matrices for beam, truss and grid elements;

Equivalent joint loads.

Self Learning Topics: Principles of minimum potential energy and minimum complementary energy

10 Hours

UNIT-II:

Analysis using Flexibility method (Element Approach): Member flexibility matrix, Force-Transformation

matrix, Transformation to structure flexibility matrix, Analysis of indeterminate beams, plane frames and

plane trusses using element approach by flexibility method (having not more than 3 coordinates– 3x3

flexibility matrix). Problems involving temperature changes, lack of fit and other prescribed displacements.

12 Hours

UNIT-III:

Analysis using Stiffness method (Element Approach): Member stiffness matrix, Displacement-Transformation

matrix, Transformation to structure stiffness matrix, Principle of contragradience; Analysis of indeterminate

beams, plane frames and plane trusses using element approach by stiffness method (having not more than 3

coordinates– 3x3 stiffness matrix). Problems involving temperature changes, lack of fit and other prescribed

deformations.

12 Hours

UNIT-IV:

Analysis using Direct Stiffness method: Member stiffness matrix, Rotation-Transformation matrix,

transformation equations, Setting up stiffness matrices and analysis of indeterminate beams, plane frames

and plane trusses by using direct stiffness method.

08 Hours

UNIT-V:

Solution Techniques: Solution techniques of numerical problems for solving simultaneous equations, Gauss

elimination method; Cholesky method; Gauss-Jordan matrix inversion method; bandwidth consideration;

boundary conditions; storage schemes.

Self Learning Topics: Bandwidth consideration; boundary conditions; storage schemes

08 Hours

Text Books:

1) Chu Kia Wang, “Analysis of Indeterminate structures”;Kogakusha Company Ltd.; International student

edition; Tata McGraw Hill Publishers, 1952

2) H. C. Martin, “Introduction to Matrix Methods of Structural Analysis”;International Text book Company,

1996

3) G. S. Pandit& S. P. Gupta, “Structural Analysis- A Matrix Approach”; Tata McGraw Hill Publishers, 1981

4) C. S. Reddy, “Basic Structural Analysis”; Tata McGraw Hill Publishers, 1996

5) L. S. Negi and R. S. Jangid, “Structural Analysis”; Tata McGraw Hill Publishers, 1997

Reference Books:

1) F. W. Beaufait et al., “Computer methods of Structural Analysis”, Prentice Hall Publishers, 1970

2) H. KardeStuncer, “Elementary Matrix Analysis of Structures”, Tata McGraw Hill Publishers, 1974

3) M. F. Rubinstein, “Matrix Computer Methods of Structural Analysis”, Prentice Hall Publishers, 1966

4) M. Mukhopadhyay, “Matrix-Finite elements”, Computer and Structural analysis- Oxford &IBW Publishers,

1984

5) W. Weaver & J. M. Gere, “Matrix Analysis of Framed Structures”- CBS publishers and Distributors, 1986

6) S. Rajshekharan& G. Sankara Subramanian, “Computational Structural Mechanics”- PHI Publishers, 2001

Course Outcomes (COs):

Upon successful completion of this course, students will be able:

1. To apply the fundamental concepts and basic principles of Flexibility matrix method by element

approach. [L3]

2. To apply the fundamental concepts and basic principles of Stiffness matrix method by element

approach. [L3]

3. To analyze continuous beams, plane frames and plane trusses by using Flexibility matrix method and

Stiffness matrix method. [L4]

4. To apply the concept of Direct Stiffness method using matrix methods for the analysis of

indeterminate structures. [L3]

5. To apply the various solution techniques to solve simultaneous equations. [L3]

Program Outcomes (POs) of the course:

1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating

existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgement based on critical analysis and also for synthesis

of information for extensive research in the area of specialization [PO2]

3. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems

considering societal and environmental requirements (lateral thinking) [PO3]

4. Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex

engineering problems [PO5]

ADVANCED DESIGN OF RCC STRUCTURES






CLO1: Understand the principles of RCC Design.

CLO2: Develop skills for drawing moment envelops and understanding redistribution.

CLO3: Design for yield line analysis.

CLO4: Apply the earthquake design concepts in detailing.

CLO5: Develop analytical skills for designing special structures.

Pre -requisites:

1. Analysis of determinate structures

2. Analysis of Indeterminate structures

3. Design of RC Structural Elements

4. Design & Drawing of RC Structures

Detailed Syllabus:

UNIT –I

Limit Analysis of RC structures: Fundamental principles, Redistribution of moments in RC structures, I.S Code provisions, Advantages & disadvantages, Elastic and redistributed moment envelopes for two span continuous beams. Design of continuous beams with redistribution of moments. Self Learning Topic: Drawing Elastic andredistributed moment envelopes for three spans.

10Hours

UNIT –II

Design of beams curved in plan.Bunkers and Silos: Design of square bunker, Design of circular silo-

Jenssen’s theory- Principles of Airy’s theory (No derivation for problems)

Self Learning Topic: Design of circular bunker; comparison of two methods for silo design.

10Hours

UNIT –III

Design of grid floors. Design of flat slabs.

Self Learning Topic: Comparison of two methods for a case study.

10Hours

UNIT –IV

Limit Analysis and Design of Slabs-Yield Line theory: Behavior of R.C. slabs under gradually increasing

loads, Assumptions made in yield line theory of slabs, Analysis of isotropically and orthotropically

reinforced slabs of various shapes under different edge conditions and equilibrium method - Application

to practical design problems.

Self Learning Topic: Design of slabs using yield line theory.

10Hours

UNIT –V

Principles of design of RCC chimney, cooling tower and nuclear structures. Art of detailing earthquake

resistant structures.

Self Learning Topic: Earthquake resistant masonry structures.

10Hours

Text Books:

1. Bhavikatti S.S “Advanced RCC Design” New age international Pvt. Ltd.2006.

2. Varghese, P.C.,"Advanced Reinforced concrete structures", Prentice Hall of India Ltd, New

Delhi.

3. Dr.B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain, “Comprehensive RCC Design” Laxmi

Publications, New Delhi

Reference Books:

1. Krishnaraju,N., "Advanced Reinforced Concrete Design "CBS publications, New Delhi

2. Shah & Karve; “Limit State Theory & Design of Reinforced Concrete”; Structure publications,

Pune.


Upon successful completion of this course, students will be able to:

1. Design statically indeterminate structures. [L4]

2. Design RC elements subjected to flexure and torsion.[L3]

3. Design storage structures. [L5]

4. Design grid slab and flat slab systems. [L6]

Program Outcomes (POs) of the course: 1. Graduates shall acquire in-depth knowledge in Design of RC structures and update the

same, integrating existing and updated knowledge in global perspective. [PO1]

2.Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems in RC

designs considering societal and environmental requirements [PO3]

3.Graduates shall engage in lifelong learning with motivation and commitment for professional

advancement. [PO9]

THEORY OF ELASTICITY & PLASTICITY





Course Learning Objectives (CLOs) :

CLO1: To learn principles of Analysis of Stress and Strain

CLO2: To predict the stress-strain behavior of continuum

CLO3: To evaluate the stress and strain parameters

CLO4: To understand the inter relations of stress strain relations

CLO5: To solve axi-symmetric problems

CLO6: To solve stress concentration problems in rectangular plates with a hole

CLO7: To learn basic concepts of plasticity

Pre-requisites:

1. Strength of Materials

2. Structural Analysis

Detailed Syllabus:

UNIT –I

Introduction to elasticity, State of stress at a point. Differential equations of equilibrium in Cartesian co-

ordinates for 2-D and 3-D problems. State of strain at a point, Components of strain at a point.

Constitutive relations, Compatibility equations in terms of strains.

10 Hours

UNIT –II

Transformation of stress and strain at a point, Principal stresses and principal strains, invariants of stress

and strain, Strain rosettes. Plane stress and plane strain. Compatibility equation for plane state of stress

and strain. Airy’s stress function approach to 2-D problems of elasticity

Self Learning Topic: Invariants of stress and strain

10 Hours

UNIT- III

Differential equations of equilibrium in polar co-ordinates, Compatibility equation in terms of Airy’s

stress function in polar co-ordinates. Stress concentration due to the presence of a circular hole in plates

10 Hours

UNIT- IV

Solution of axi-symmetric problems- Stresses in Thick cylinders and Rotating disks Torsion of non-circular

sections- St.Venant’s theory, Prandtl’s stress function, Torsion of thin walled tubes, torsion of thin

walled multiple cell closed sections, torsion of elliptical section, membrane analogy.

Self Learning Topic: Membrane analogy

10 Hours

UNIT- V

Introduction and basic concepts of plasticity, Stress – strain diagram in simple tension, perfectly elastic,

Rigid – Perfectly plastic, Linear work – hardening, Elastic Perfectly plastic, Elastic Linear work hardening

materials, Failure theories, yield conditions, stress – space representation of yield criteria through

Westergard stress space, Tresca and Von-Mises criteria of yielding.

Self Learning Topic: Stress – strain diagram

10 Hours

Text Books:

1. Timoshenko & Goodier, “Theory of Elasticity”, Third Edition McGraw Hill 2010

2. Sadhu Singh, “Theory of Elasticity”, Third Edition Khanna Publishers New Delhi 2014

3. Chenn W.P and Hendry D.J, “Plasticity for Structural Engineers”, Second Edition Springer Verlag

2000

4. Valliappan C, “Continuum Mechanics Fundamentals”, First Edition Oxford IBH Publishing Co. Ltd

1981.

Reference Books:

1. Srinath L.S., Verma P.D.S, “Theory of Elasticity”, Second Edition Vikas Publishing Pvt. Ltd New

Delhi 1997

2. SrinathL.S “Advanced Mechanics of Solids”, Third Edition, Tata McGraw Hill Publishing

company, New Delhi, 2009

3. Sadhu Singh, “Applied Stress Analysis”, Fourth Edition Khanna Publishers New Delhi 2000

4. Xi Lu, “Theory of Elasticity”, Second Edition John Wiley 2000.



1. To Determine whether the possible state of stress and strain exists [L2]

2. To Solve and Evaluate the components of stress and strain [L3, L5]

3. To Summarize the concept of plane stress and plane strain problems [L2]

4. To Develop Airy’s stress function using polynomials and Evaluate the stresses and forces for 2-D

problems [L3, L5]

5. To Solve for stresses for axi-symmetric problems like thick cylinders and rotating disks [L3]

6. To Determine stress concentration factor for practical problems [L2]

7. To Apply the concepts of torsion theory for non circular sections [L3]

8. To Summarize the concepts of elasticity and plasticity [L2]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating existing and updated knowledge in global perspective [PO1].

2. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems considering societal and environmental requirements (lateral thinking) [PO3]

3. Graduates shall be able to adopt modern techniques, analytical tools and software for complex engineering problems [PO5].

4. Graduates shall possess communication skills to comprehend, document and present effectively to the engineering community and society at large [PO8].

STRUCTURAL DYNAMICS






CLO1: Understand the principles of Structural Dynamics

CLO2: Develop analytical skills.

CLO3: Design for damping dynamic isolation in structures.

CLO4: Apply the concept of normal mode method and uncoupling of stiffness and damping matrices.

CLO5: Evaluate andSummarize the dynamic characteristics of structural systems.

Pre-requisites:

1.Strength of materials

2. Structural analysis-I/II,

Detailed Syllabus:

UNIT –I

Introduction: Introduction to Dynamic problems in Civil Engineering, Concept of degrees of freedom,

D’Alembert’s principle, principle of virtual displacement and energy principles Dynamics of Single-

degree-of-freedom systems: Mathematical models of Single-degree-of-freedom systems system, Free

vibration response of damped and undamped systems. Methods of evaluation of damping.

Self Learning Topic: Methods of evaluation of damping.

10 Hours

UNIT –II

Response of Single-degree-of-freedom systems to harmonic loading (rotation unbalance, reciprocating

unbalance) including support motion, vibration isolation, transmissibility, Numerical methods applied to

Single-degree-of-freedom systems -Duhamel integral, principle of vibration-measuring instruments –

seismometer and accelerometer.

Self Learning Topic: Vibration-measuring instruments – seismometer and accelerometer.

10 Hours

UNIT –III

Dynamics of Multi-degree freedom systems: Mathematical models of multi-degree-of-freedom systems,

Shear building concept, free vibration of undamped multi-degree-of-freedom systems - Natural

frequencies and mode shapes – orthogonality property of modes.

Self Learning Topic: Orthogonality property of modes.

10 Hours

UNIT –IV

Response of Shear buildings for harmonic loading without damping using normal mode

approach.Response of Shear buildings for forced vibration for harmonic loading with damping using

normal mode approach, condition of damping uncoupling.

Self Learning Topic: Condition of damping uncoupling.

10 Hours

UNIT –V

Approximate methods: Rayleigh’s method Dunkarley’s method, Stodola’s method. Dynamics of

Continuous systems: Free longitudinal vibration of bars, flexural vibration of beams with different end

conditions, Stiffness matrix, mass matrix (lumped and consistent); equations of motion for the

discretised beam in matrix form.

Self Learning Topic: Rayleigh’s method.

10 Hours

Text Books:

1. Anil K. Chopra, “Dynamics of Structures – Theory and Application to Earthquake Engineering”,

Pearson Education, 2nd ed. 2004,

2.Vinod Hosur, “Earthquake Resistant Design of Building Structures”, WILEY (India), First Ed. 2013.

3.M. Mukhopadhyaya, “Vibrations-structural dynamics”, Oxford IBH, first ed. 2000.

Reference Books:

1. Mario Paz, “Structural Dynamics”,CBSPD, Second Ed. 2004.

2.Clough &Penzien, “Dynamics of Structures” :McGraw Hill, Second Ed. 1993



1.To interpret and model the multi degree of freedom systems.[L5]

2. Evaluate the transmissibility of forces and displacements.[L4]

3. Design the base isolation system [L3]

4. Analyse the dynamic structural systems.[L4]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same,

integrating existing and updated knowledge in global perspective. [PO1]



ELECTIVE - A

DESIGN OF INDUSTRIAL STRUCTURES


Course Type: PE CIE Marks: 50




CLO1: To make the students to learn analysis of industrial structures and for gravity and wind loads.

CLO2: To make the students to design different components of industrial structures.

CLO3: Understand the analysis and design of Transmission line towers

CLO4: To understand the principles of design Light gauge steel structures and Concept of Pre-

engineered buildings.

CLO5: To make the students to design Light gauge steel structures and its components.

Pre-requisites:

1. Design of Steel Structures


3. Theory of Structures

Detailed Syllabus:

UNIT –I

Analysis of industrial building for Gravity and Wind load. Analysis and design of framing components

namely, girders, trusses, gable frames .

10Hours

UNIT –II

Analysis and design of gantry column (stepped column / column with bracket), purlins, bracings

including all connections.

10 Hours

UNIT –III

Analysis of transmission line towers for wind load and design of towers including all connections.

Self Learning Topic: Analysis of transmission line towers for wind load and design of towers including all

connections.

10 Hours

UNIT –IV

Forms of light gauge sections, Effective width computation of unstiffened, stiffened, multiple stiffened

compression elements of cold formed light gauge sections. Concept of local buckling of thin elements.

Limiting width to thickness ratio. Post buckling strength.

10 Hours

UNIT –V

Concept of Pre-engineered buildings, Design of compression and tension members of cold formed light

gauge sections, Design of flexural members (Laterally restrained / laterally unrestrained) based on IS -

801.

10 Hours

Text Books:

1. N Subramanian- “Design of Steel Structure”Publisher oxford University Press,Pap/Cdr edition May

28, 2008.

2. B.C. Punmia, A.K. Jain “Design of Steel Structures”, Laxmi Publications, New Delhi15 January 2006.

3. Ramchandra and Virendra Gehlot “Design of Steel Structures “Vol 1 Scientific Publishers Journals

Dept (30 July 2011) Jodhpur, and Vol.2: Scientific Publishers Journals Dept (1 December 2008), Jodhpur,

India

Reference Books:

1.Bureau of Indian Standards, IS800-2007, IS875-1987, IS-801-1975.Steel Tables, SP 6 (1) – 1984

2. Dr Shiyekar “Design of Steel Structures”,Laxmi Publications, New Delhi..

3.Duggal “Limit State Design of Steel Structures”TMH, McGraw Hill Education India Private Limited 28

May 2010

4. Gambir M L“Limit State Design of Steel Structures”



1.Students will be able to describe analysis of industrial structures for gravity and wind loads. [L2]

2.Students will be able tointerpret different components of industrial structures. [L3]

3.Students will be able to Interpretof Transmission line towers [L3]

4. Demonstrate the design Light gauge steel structures and Concept of Pre-engineered buildings. [L3]

5. Students will be able to design Light gauge steel structures and its components. [L6]

Program Outcomes (POs) of the course :


integrating existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgement based on critical analysis and also for

synthesis of information for extensive research in the area of specialization. [PO2]

3. Graduates shall review relevant literature, apply appropriate research methodologies, working

individually or as a team contributing to the advancement of domain knowledge. [PO4]

4. Graduates shall imbibe the professional ethics and integrity for sustainable development of

society. [PO10]

ELECTIVE-A

SPECIAL CONCRETES

Course Code: 16 CSE152 Credits: 4


Hours/week: L – T – P 4–0– 0 SEE Marks: 50



CLO1: Explain the principles of concrete mix design and arrive at suitable mix proportion.

CLO2: Identify types of concrete and explain Light weight concrete and High density concrete.

CLO3: Identify different methods of transporting Ready Mix concrete (RMC) and concepts and

properties of Self compacting concrete (SCC).

CLO4: Explain different mechanical properties of fibres and properties of high performance concrete

(HPC).

Pre-requisites:

1. Concrete Technology

2. Advanced Concrete Technology

Detailed Syllabus:

UNIT –I

Components of modern concrete and developments in the process and constituent materials: Role of

constituents, Microstructure of Concrete, Fresh Concrete and its rheology, Development in cements and

cement replacement materials fly ash, silica fume, rice husk ash, Mix proportioning of Concrete: by

IS:10262-2009.

Self Learning Topics: Components of modern concrete and developments in the process and constituent

materials: Role of constituents, Microstructure of Concrete

10 Hours

UNIT –II

Light Weight concrete: Introduction, classification, properties, strength and durability, mix proportioning

and problems. High density concrete: Radiation shielding ability of concrete, materials for high density

concrete, mix proportioning, properties in fresh and hardened state, placement methods.

10 Hours

UNIT –III

Ready Mixed Concrete: manufacture, transporting, placing, precautions Self Compacting Concrete:

Concept tests, properties, applications and typical Mix-Design.

10 Hours

UNIT –IV

Fibre reinforced concrete: Fibre materials, mix proportioning, distribution and orientation, interfacial

bond, properties in fresh state, strength and behavior in tension, compression and flexure of steel fibre

reinforced concrete, mechanical properties, crack arrest and toughening mechanism, applications.

10 Hours

UNIT –V

High Performance concrete: constituents, mix proportioning, properties in fresh and hardened state,

applications and limitations. Reactive powder concrete, bacterial concrete.

Self Learning Topic : Reactive powder concrete, bacterial concrete.

10 Hours

Text Books:

1. P. Kumar Mehta, Paul J.N.Monterio, CONCRETE, “Microstructure, Properties and Materials”- Tata

McGraw Hill.

2. Neville A.M, “Properties of Concrete” Pearson Education Asis, 2000.

Reference Books:

1. A.R.Santhakumar “Concrete Technology”-Oxford University Press, New Delhi, 2007.

2. Gambhir M L,“Concrete Technology” TMH.

3. ShettyM.S.“Concrete Technology-Theory & Practice”,S.Chand, NewDelhi,2005



1. Achieve Knowledge of design and development of problem solving skills. [L3,L6]

2. Explain the principles of Concrete mix design. [L2]

3. Design and develop analytical skills. [L6]

4. Distinguish between the Light Weight concrete, Fibre reinforced concrete and High Performance

concrete. [ L4]


1.Graduates shall acquire in-depth knowledge in Structural Engineering and update the same,

integrating existing and updated knowledge in global perspective. [PO-1]

2.Graduates shall conceptualise and obtain feasible and optimal solution for engineering problems

considering societal and environmental requirements (lateral thinking) [PO-3]

3.Graduates shall be able to apply engineering and management principles for efficient project

management considering economical and financial factors. [PO-7]

4.Graduates shall imbibe the professional ethics and integrity for sustainable development of society.

[PO-10]

ELECTIVE-A

AI AND EXPERT SYSTEMS IN STRUCTURAL ENGINEERING

Course Code: 16CSE 153 Credits: 4


Hours/week: L-T-P 4 – 0 – 0 SEE Marks: 50



CLO1: Achieve Knowledge of design and development of problem solving skills.

CLO2: Understand the principles of Object Oriented Programming

CLO3: Design and develop analytical skills.

CLO4: Summarize the Artificial Intelligence and Expert Systems

CLO5: Understands the concept of Knowledge representation.

Pre-requisites:

--NIL—

Detailed Syllabus:

Unit - I

Artificial Intelligence: Introduction: AI – Applications fields, defining the problems – state space

representation – problem characteristics – production system – production system characteristics.

Knowledge Representation: Formal logic – predicate logic – logic programming – forward v/s backward

reasoning – matching control knowledge.

Self Learning Topics: Matching control knowledge.

10Hours

Unit - II

Search and Control: Concepts – uninformed / blind search: depth first search – breadth first search - bi-

directional search – informed search – heuristic graph search – generate and test - hill climbing – best–

first search – AND OR graph Non-formal Knowledge Representation semantic networks – frames – scripts –

production systems. Programming in LIS.

10Hours

Unit – III

Expert Systems: Their superiority over conventional software – components of an expert system –

expert system life cycle – expert components of an expert system – expert system life cycle – expert

system development process – nature of expert knowledge – techniques of soliciting and encoding expert

knowledge. Inference: Forward chaining – backward chaining – rule value approach.

Self Learning Topics: Techniques of soliciting and encoding expert knowledge.

10 Hours

Unit – IV

Uncertainty symbolic reasoning under uncertainty: logic for non-monotonic reasoning. Statistical

reasoning: Probability and Bayes' theorem – certainty factor and rule based systems – Bayesian network

-Dempster – Shafer theory .

10 Hours

Unit – V

Fuzzy reasoning and Neural Networks: Features of rule-based, network- based and frame -based expert

systems – examples of expert systems in Construction Management and Structural Engg. Expert system

shells. Neural Networks: An introduction – their possible applications in Civil Engineering.

10 Hours

Text Books:

1. Adeli, H., “Expert Systems in Constructions and Structural Engg”, Chapman & Hall, New

York,1990.

2. Patterson D W, “Artificial Intelligence and Expert Systems”, Prentice Hall, New Jersy,1980

Reference Books:

1. Rich, E. and Knight K. “Artificial Intelligence”, TMH, New Delhi,1990.

2. Rolston ,D.W., “Artificial Intelligence and Expert Systems” McGraw Hill, NewYork.2000

3. Nilsson, N.J., “Principles of Artificial Intelligence”,Narosa., New Delhi,1980.



1. To be able to understand expert systems to achieve fairly high levels of performance in task

areas which require a good deal of specialized knowledge and training.[L2]

2. To be able todevelop expert systems to perform tasks which are physically difficult, tedious, or

expensive to have a human perform [L3]

3. To be able to understand AI system and its application fields [L2]

4. To be able to Analyzelogic programming in the expert system [L4]


1.Graduates shall possess ability for independent judgement based on critical analysis and also for

synthesis of information for extensive research in the area of specialization.[ PO-2]



3.Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex

engineering problems.[ PO-5]

SEMESTER-I

STRUCTURAL ENGINEERING LAB



Hours/week: L – T – P 0-0-2 SEE Marks: 25

Total Hours: 48 SEE Duration: 3 Hours


CLO1: Make students to learn principles of design of experiments

CLO2: To investigate the performance of structural elements .

CLO3: Evaluate the different testing methods and equipments.

List of Experiments:

1. Testing of beams for deflection, flexure and shear.

12 Hours

2. Experiments on Concrete, including Mix design

12 Hours

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

12 Hours

4.Use of Non destructive testing (NDT) equipments – Rebound hammer, Ultra sonic pulse velocity meter

and Profometer.

12 Hours

Reference Books:

1. Neville A.M, "Property of Concrete", Pearson Education Ltd. New Delhi. 5th Edition, 2011.

2. M.S.Shetty, "ConcreteTechonology",S.Chand and company Pvt. Ltd. New Delhi. Kindle Edition, 2014


Upon successful completion of this course, students will be able to

1. Achieve Knowledge of design and development of experimenting skills.[L6]

2. Understand the principles of design of experiments [L2]

3. Design and develop analytical skills.[L6]

4. Summarize the testing methods and equipments. [L2]


1. Students shall possess ability for independent judgement based on critical analysis and also for



individually or as a team contributing to the advancement of domain knowledge. [PO4]

Scheme of Continuous Internal Evaluation (CIE) for Lab:

CIE

Conduct of lab 10 25 Journal 10

Lab test 5

Scheme of Semester End Examination (SEE) for Lab:

SEE Final Examination Conduct of experiments 20 25

Viva-voce 5

SEMESTER –II

THEORY OF PLATES AND SHELLS






CLO1: Classify plates and develop moment curvature relationship for slightly bent plates

CLO2: Understand the behavior of circular plate in bending and analyze symmetrically loaded circular

plates and apply the theory practical problems.

CLO3: Analyse laterally loaded rectangular plates for different load and boundary conditions by Nervier

and Levy’s solutions and solve practical/numerical problems

CLO4: Classify and develop membrane theory for analysis of singly and doubly curved shells and design

them; understand beam and arch analysis for cylindrical shells

CLO5: Apply the concept of bending theory for analyzing cylindrical and spherical shells

Pre-requisites:

1. Engineering Mathematics


3. Theory of elasticity/Mechanics of solids

4. Design of RCC Structures.

Detailed Syllabus:

UNIT-I

Introduction to plates and moment curvature relationship for slightly bent platesDefinition and

Classification of plates, Differential equation for cylindrical bending of Long Rectangular plates, Slope

and Curvature of slightly bent plates, Relations between Bending Moments and Curvature in Pure

Bending of Plates, Particular Cases of Pure Bending, Strain Energy in Pure Bending of Plates.

Self Learning Topic: Strain Energy in Pure Bending of Plates.

10 Hours

UNIT- II

Symmetrical Bending of Circular Plates

Differential equation for Symmetrical Bending of Laterally Loaded Circular Plates, Uniformly Loaded

Circular Plates, Circular Plate with a Circular Hole at the Center, Circular Plate Concentrically Loaded,

Circular Plate Loaded at the center.

Self Learning Topic: Circular Plate Concentrically Loaded, Circular Plate Loaded at the center

08 Hours

UNIT-III

SmallDeflections of Laterally Loaded Plates

The Differential Equation of the Deflection Surface, Boundary Conditions, Simply Supported Rectangular

Plates under Sinusoidal Load, Navier Solution for simply supported rectangular Plates, Application of the

Navier Solution, Levy’s solution for Simply Supported and Uniformly Loaded Rectangular Plates, Simply

Supported Rectangular Plates under Hydrostatic Pressure, Simple numerical problems related to the

above cases.

Self Learning Topic: Simply Supported Rectangular Plates under Hydrostatic Pressure

12 Hours

UNIT -IV

Introduction to Shell Structures and Membrane Analysis

Definition, notation and Classification of Shells, Stress resultants in a shell element, Long Shells and

Short Shells, Beam Theory of Cylindrical Shells.Membrane Analysis of Shells in the form of Surface of

Revolution and loaded Symmetrically.Particular cases of Shells in the form of surface of revolution

(Spherical Dome subjected to own weight and Spherical Dome with an Opening subjected to Lantern

Load, Conical Shells Subjected to the Load at the Crown and Lateral Forces).Particular cases of

Membrane Theory of Cylindrical Shells (Simply Supported Shell Subjected to UDL, Pipes filled with

Liquid).Simple numerical problems related to above cases.

12 Hours

UNIT-V

Bending theory of Shells

Bending Theory of Shells in the form of a Surface of revolution, Bending Theory of Cylindrical Shells,

Simple numerical problems related to the above cases.

08 Hours

Text Books:

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

Hill Co., New York, 1959

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

Distributors – New Delhi – 1986.

Reference Books:

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

2. R. Szilard, “Theory and analysis of plates - classical and numerical methods”, Prentice Hall, 1994

3.Chatterjee.B.K. – “Theory and Design of Concrete Shell”, – Chapman & Hall, New york-third

edition, 1988

4. N.Krishnaraju “Advanced Reinforced Concrete Structures”.



1. To be able to understand and comprehend the basic concepts of Plates. [L2]

2. Demonstrate the knowledge of analysis of circular plates for different loading and edge

conditions. [L4]

3. Explain and apply the principles of analysis and design of rectangular plates for various loading

and boundary conditions. [L2, 3, 4]

4. Acquire the knowledge regarding the basic concepts of shell structures. [L2]

5. Develop the skills required for the analysis and design of shells of single and double curvatures

by membrane and bending theories. [L3, 4, 5, 6]







considering societal and environmental requirements (lateral thinking)[PO3]


individually or as a team contributing to the advancement of domain knowledge.[PO4]


engineering problems.[PO5]

EARTHQUAKE RESISTANT DESIGN OF STRUCTURES






CLO1: Understand the seismic action and response.


CLO3: Design for seismic resistance of building structures.

CLO4: Apply the concept of ductility, damping and seismic isolation.

CLO5: Evaluate and summarize the seismic response characteristics of structural systems.

Pre-requisites:

1. Structural Dynamics

2. Design of RCC Structures.

Detailed Syllabus:

UNIT –I

Introduction to engineering seismology, Geological and tectonic features of India, Origin and

propagation of seismic waves, characteristics of earthquake and its quantification – Magnitude and

Intensity scales, seismic instruments. Earthquake Hazards in India, Earthquake Risk Evaluation and

Mitigation. Structural behavior under gravity and seismic loads, Lateral load resisting structural systems,

Requirements of efficient earthquake resistant structural system, damping devises, base isolation

systems.

Self Learning Topic: Geological and tectonic features of India, Earthquake Hazards in India

10 Hours

UNIT –II

The Response history and strong motion characteristics. Response Spectrum – elastic and inelastic

response spectra, tripartite (D-V-A) response spectrum, use of response spectrum in earthquake

resistant design.Computation of seismic forces in multi-storeyed buildings – using procedures

(Equivalent lateral force and dynamic analysis) as per IS-1893.

Self Learning Topic: Inelastic response spectra

10 Hours

UNIT –III

Structural Configuration for earthquake resistant design, Concept of plan irregularities and vertical

irregularities, Soft storey, Torsion in buildings. Design provisions for these in IS-1893. Effect of infill

masonry walls on frames, modeling concepts of infill masonry walls.Behaviour of masonry buildings

during earthquakes, failure patterns, strength of masonry in shear and flexure, Slenderness concept of

masonry walls, concepts for earthquake resistant masonry buildings – codal provisions.

Self Learning Topic: Concepts for earthquake resistant masonry buildings – codal provisions.

10 Hours

UNIT –IV

Design of Reinforced concrete buildings for earthquake resistance-Load combinations, Ductility and

energy absorption in buildings.Confinement of concrete for ductility, design of columns and beams for

ductility, ductile detailing provisions as per IS-1893. Structural behavior, design and ductile detailing of

shear walls.

10 Hours

UNIT –V

Seismic response control concepts – Seismic demand, seismic capacity, Overview of linear and nonlinear

procedures of seismic analysis. Performance Based Seismic Engineering methodology, Seismic

evaluation and retrofitting of structures.

Self Learning Topic: Performance Based Seismic Engineering methodology

10 Hours

Text Books:

1. Anil K. Chopra, “Dynamics of Structures – Theory and Application to Earthquake

Engineering”,Pearson, Third Edition, 2001.

2. Vinod Hosur, “Earthquake Resistant Design of Building Structures” ,WILEY (India), 2013.

3. Pankaj Agarwal, Manish Shrikande, “Earthquake resistant design of structures”– Prentice Hall

of India, Fourth Print, 2007.

Reference Books:

1. IS – 1893 (Part I): 2002, IS – 13920: 1993, IS – 4326: 1993, IS-13828: 1993 –BIS.



1. Have in-depth knowledge to understand Earthquake Engineering. [L2]

2. Be able to analyze structures to determine the Earthquake loads acting on them. [L4]

3. Be able to identify the irregularities in a structure and suggest feasible solutions. [L2]

4. Be able to review and understand literature and apply concepts in research.[L2, L3]

5. Fulfill their social responsibility by designing structures that are earthquake resistant and reduce

the loss to life and property. [L6]

Program Outcomes (POs) of the course


integrating existing and updated knowledge in global perspective.[PO1]


synthesis of information for extensive research in the area of specialization.[PO2]


considering societal and environmental requirements (lateral thinking)[PO3]

4.Graduates shall review relevant literature, apply appropriate research methodologies, working

individually or as a team contributing to the advancement of domain knowledge.[PO4]

5.Graduates shall imbibe the professional ethics and integrity for sustainable development of

society.[PO10]

FINITE ELEMENT METHOD OF ANALYSIS






CLO1: Understand the process of Finite Element Analysis by gaining the knowledge of types of elements,

energy concepts, matrix displacement formulation.

CLO2: Achieve Knowledge of displacement functions, natural coordinates, shape functions by various

methods.

CLO3: Understand strain displacement matrix, stiffness matrix and nodal vector.

CLO4: Understand various energy concepts used to solve FEA problems

CLO5: Impart the knowledge and information about FEA so that the students can make use of it in

Designing and analyzing a real life project.

Pre-requisites:


2. Matrix Methods of Structural Analysis

3. Theory of Elasticity and Plasticity

Detailed Syllabus:

UNIT- I

Basic Concepts of FEM, Brief History of FEM, comparison of FEM with other Methods Concepts of Plane

stress and Plane strain problem, Matrix displacement formulation, Structure of computer program for

FEM analysis, description of different modules, pre and post processing. Discussion of FEM software

available in present scenario

Self Learning Topic: FEM software available in present scenario

10Hours

UNIT -II

Basic elements & Co-ordinate system (1D 2D & 3D) used in FEM, Displacement functions, Natural Co-

ordinates constructions of displacement functions for Natural Co-ordinates various elements.

Convergence and compatibility requirement for displacement functions, Shape functions for various

elements by using generalized co-ordinates approach, Polynomials and by using Natural Co-ordinates

10 Hours

Unit -III

Shape functions for various elements (1D 2D & 3D) by using Lagrangian, Serendipity and Harmitian

concepts, Degradation Technique, Strain displacement Matrix, Stiffness matrix formulation for CST and

Four noded quadrilateral elements, Element aspect ratio, mesh refinement and higher order elements,

numbering of nodes to minimize band width.

10 Hours

UNIT -IV

Potential energy concepts& Problems Raleigh - Ritz Method, Isoparametric, sub parametric and super-

parametric elements, stiffness matrix, Co-ordinates transformation, convergence requirement for

isoparametric elements, numerical integration characteristics of isoparametric quadrilateral elements

Self Learning Topic: Raleigh - Ritz Method

10 Hours

UNIT -V

Applications of FEM for the analysis of 1-D and 2-D problems Analysis of truss, continuous beam and

simple plane frame problems, Applications of plates and shells, choice of displacement functions (C0, C1

and C2 type).

Self Learning Topic: Analysis of simple plane frame problems

10 Hours

Text Books:

1. Robert D Cook, David S Malkus, Michael E Pleasha& Robert J Witt, “Concepts and Applications

of FEA”- Fourth Edition Wiley India Pvt Ltd New Delhi 2014.

2. Krishnamoorthy – “Finite Element Analysis– Theory and Programming”, Second Edition Tata

McGraw Hill Co. Ltd., New Delhi 2005.

3. J.F. Abel and Desai. C.S,“Introduction to the Finite Element Method”, Second Edition CBS

Publisher, New Delhi 2000.

4. Daryl L. Logan, “A first course in the Finite Element Methods”,Fifth Edition Cengage Publisher

New Delhi 2012.

Reference Books:

1. Rajasekharan.S, “Finite element analysis in engineering design”, First Edition Allahabad

Wheeler Publishing 1993.

2. Bathe K.J, “Finite Element Procedures”, Second Edition PHI Pvt. Ltd., New Delhi 2001.

3. Zienkeiwicz. O.C., “The Finite Element Method”, Second Edition Tata McGraw Hill Co. Ltd., New

Delhi 2003.

4. S.S. Bhavikatti, “Finite Element Analysis”, First Edition New Age International Publishers, New

Delhi 2009.



1. Explain the Back ground of FEA and its applications in structural analysis [L2]

2. Discuss displacement functions, natural coordinate applications of FEA [L6]

3. Formulate the shape functions for various elements by various approaches [L6]

4. Explain the structure of computer programming for FEA and processor(Pre and Post) [L2]

5. Apply FEA concepts in Designing and analyzing real life problems. [L3]


1. Graduates shall be able to understand and apply the basic mathematical and scientific

concepts that underlie the field of Civil Engineering.[PO1]

2. Graduates shall possess the ability to review the research literature and analyse complex


3. Graduates shall be able to design and conduct experiments and interpret the results as per the

current research.[PO4]

4. Graduates shall possess critical thinking abilities, problem solving skills and familiarity with the

necessary computational tools and procedures.[PO5]

DESIGN CONCEPTS OF SUBSTRUCTURES






CLO1: To learn techniques of subsoil exploration and selection of foundation

CLO2: Understanding the effective stress concept and apply to the design of foundation

CLO3: To understand the design concepts of rafts and combined footings

CLO4: To be able to design the deep foundations under various conditions

CLO5: To study the foundation design aspects of special structures.

Pre-requisites:

1.Geotechnical Engineering -I

2.Geotechnical Engineering –II

Detailed Syllabus:

UNIT -I Introduction, Site investigation, In-situ testing of soils, Subsoil exploration, Classification of foundations systems. General requirement of foundations, Selection of foundations, Computations of Loads, Design concepts. Self Learning Topic: Study of bore-log and selection of foundation- case study.

10 Hours

UNIT-II

Concept of soil shear strength parameters, Settlement analysis of footings, Shallow foundations in clay,

Shallow foundation in sand & C-Ô soils, Footings on layered soils and sloping ground, Design for

Eccentric or Moment Loads.

Self Learning Topic: Settlement of footings on layered soils- case study.

10 Hours

UNIT-III

Types of rafts, bearing capacity & settlements of raft foundation, Rigid methods, Flexible methods, soil-

structure interaction, different methods of modeling the soil. Combined footings (rectangular &

trapezoidal), strap footings & wall footings, Raft –super structure interaction effects & general concepts

of structural design, Basement slabs.

Self Learning Topic: Conventional design of raft- case study.

10 Hours

UNIT-IV

Deep Foundations: Load Transfer in Deep Foundations, Types of Deep Foundations, Ultimate bearing

capacity of different types of piles in different soil conditions, Laterally loaded piles, tension piles &

batter piles, Pile groups: Bearing capacity, settlement, uplift capacity, load distribution between piles,

Proportioning and design concepts of piles.

Self Learning Topic: Design of pile/pile group - case study.

10 Hours

UNIT-V

Types of caissons, Analysis of well foundations, Design principles, Well construction and sinking.

Foundations for tower structures: Introduction, Forces on tower foundations, Selection of foundation

type, Stability and design considerations, Ring foundations – general concepts.

Self Learning Topic: Design of some components of well foundation.

10 Hours

Important Note:

Only design principles of all type footings as per relevant BIS codes are to be covered, design of RC

elements need not be covered.

Text Books:

1. Alam Singh and Chowdhary G.R. “Soil Engineering in Theory and Practice”, CBS Publishers and

Distributors Ltd., New Delhi, (1994).

2. Punmia B.C. Soil Mechanics and Foundation Engg, 16th Edition Laxmi Publications Co. , New

Delhi,(2005).

Reference Books:

1. Swami Saran – “Analysis & Design of Substructures”- Oxford & IBH Pub. Co. Pvt. Ltd., 1998.

2. Nainan P Kurian – “Design of Foundation Systems”-Narosa Publishing House, 1992.

3. R.B. Peck, W.E. Hanson & T.H. Thornburn – “Foundation Engineering”- Wiley Eastern Ltd.,Second

Edition, 1984.

4. J.E. Bowles – “Foundation Analysis and Design”- McGraw-Hill Int. Editions, Fifth Ed., 1996.

5. W.C. Teng – “Foundation Design”- Prentice Hall of India Pvt. Ltd., 1983.

6. Bureau of Indian Standards: IS-1498, IS-1892, IS-1904, IS-6403, IS 8009, IS-2950, IS-11089, IS-11233,

IS-2911 and all other relevant codes.



1. To be able to analyze and understand site investigation report. [L2, L4]

2. To proportion and design the sub structures. [L6]

3. To evaluate the soil shear strength parameters. [L5]

4. To design the foundation for special structures. [L6]


1. Graduates shall acquire in-depth knowledge in design concepts of foundations and update the

same, integrating existing and updated knowledge in global perspective. [PO1]


in sub structure designs considering environmental requirements [PO3].

3. Graduates shall engage in life-long learning with motivation and commitment for professional

advancement. [PO9]

ELECTIVE-B

DESIGN OF CONCRETE BRIDGES



Hours/week: L-T-P 4 – 0 – 0 SEE Marks: 50


Course Learning Objectives (CLOs): CLO1: Understand the Essentials of bridge engineering

CLO2: Develop skills to analyze super-structure

CLO3: Develop skills to analyze sub-structure, and

CLO4: Develop skills to analyze foundation

CLO5: Develop skills to reinforcement detailing of bridges.

Pre-requisites:

1. Advanced Design of RCC structures.

Detailed Syllabus:

UNIT -I

Introduction: Selection of Bridge site and planning, Classification ofbridges, Highway Bridge Loading

Standards, Impact Factors, Railway Bridge Loading Standards. Bridge substructures: Pier; Abutment;

Wing walls; Importance of Soil-Structure Interaction; Types of foundations. Open foundation; Pile

foundation; Well foundation.

Bridge Bearings: General features, Types of bearings, Designprinciples and examples of Steel Rocker and

Roller Bearings, Reinforced Concrete Rocker Bearing and Elastomeric Pad & Pot Bearing.

Self Learning Topics: Detailing of foundation reinforcements.

12 Hours

UNIT -II

Box and slab Culvert: Different Loading Cases IRC Class AA Tracked, Wheeled and Class A Loading.

Working out the worst combination of loading, Moment Distribution, Calculation of BM & SF, Structural

design by limit state method, with Reinforcement Details

08 Hours

UNIT -III

T Beam Bridge Slab Design: Proportioning of Components Analysisof interior Slab & Cantilever Slab

Using IRC Class AA Tracked, Wheeled and Class A Loading. Structural design by limit state method, with

Reinforcement Details

Beam Bridge Main Girder Design: Analysis of Main Girder for DeadLoad & Live Load Using IRC Class AA

Tracked, Wheeled and Class A Loading Using COURBON'S Method, BM & SF for different loads,

Structural design by limit state method, with Reinforcement Details.

10 Hours

UNIT -IV

T Beam Bridge Cross Girder Design: Analysis of Cross Girder for Dead Load & Live Load Using IRC Class

AA Tracked, Wheeled, Class A Loading, Structural design of beam by limit state method, with

Reinforcement Details.

Cable Stayed Bridges: General features, Components of CableStayed Bridges, Towers or Pylons, Types

of Cable Stays, Longitudinal Cable Arrangement, Advantages of Cable Stayed Bridges, Basic concepts of

Structural analysis and Structural anchorages.

10 Hours

UNIT -V PSC Bridges: Introduction to Pre and Post Tensioning, Proportioningof Components, Analysis and

Structural Design of Slab, Analysis of Main Girder using COURBON's Method for IRC Class AA

trackedvehicle, Calculation of pre-stressingforce, cable profile and calculation of stresses, Design of

End block and detailing of main girder.

Self Learning Topics: Detailing of cable profile in deck slab and main girder.

10 Hours

Text Books: 1. D Johnson Victor, “Essentials of Bridge Engineering”, Oxford & IBH Publishing Co New Delhi.,

Sixth edition, 2007 2. N Krishna Raju, “Essentials of Bridge Engineering”, Oxford & IBH Publishing Co New Delhi., Sixth

edition, 2010 3. S P Bindra, “Principles and Practice of Bridge Engineering” Dhanpat Rai & Sons, New Delhi.,

Second edition, 2011

4. Raina V.K., “Concrete Bridge Practice”- Shroff Publishers and Distributors Pvt. Ltd; Third edition 13 November 2007

Reference Books:

1. IRC 6 – 2000“Standard Specifications And Code Of Practice For Road Bridges” Section II Loads

and Stresses, The Indian Road Congress New Delhi.

2. IRC 21 – 2000“Standard Specifications And Code Of Practice For Road Bridges”-Section III

Cement Concrete (Plain and reinforced) The Indian Road Congress New Delhi

3. IRC: 112 –2011“Code Of Practice for Concrete Road Bridges”, The Indian Road Congress New

Delhi.

4. IS 456 – 2000 “Indian Standard Plain and Reinforced Concrete Code of Practice”- (Fourth

Revision) BIS New Delhi

5. IS 1343-2012 – “Indian Standard Prestressed Concrete Code of Practice”-BIS New Delhi



1. Describe the load flow mechanism and identify loads on bridges. [L2]

2. Develop understanding and appreciation for basic concepts in proportioning and design of bridges in

terms of aesthetics, geographical location and functionality. [L6]

3. Develop an intuitive feeling about the sizing of bridge elements, ie. Develop a clear understanding of

conceptual design. [L6]

4. Design of bridge starting from conceptual design, selecting suitable bridge, geometry to sizing of its

elements. [L6]



integrating existing and updated knowledge in global perspective.[PO-1]


synthesis of information for extensive research in the area of specialization.[PO-2]

ELECTIVE-B

DESIGN OF TALL STRUCTURES






CLO1: To make the students to learn Philosophy and different loads acting on Tall Structures.

CLO2: To make the students to access the wind load and Earthquake load effect on Tall Structures.

CLO3: Understand the various structural forms.

CLO4: To understand the principles of approximate and accurate modeling analysis.

CLO5: To make the students to understand the principles of Stability analysis and P Delta effect.

Pre-requisites:

1. Design of Steel and RCC Structures



Detailed Syllabus:

UNIT –I

Design philosophy, loading, sequential loading, and materials – high performance concrete, fiber

reinforced concrete, lightweight concrete, design mixes. Loading and Movement: Gravity loading: Dead

and live load, methods of live load reduction, Impact, Gravity loading, Construction loads.

10 Hours

UNIT –II

Wind loading: static and dynamic approach, Analytical and wind tunnel experimentation method.

Earthquake loading: Equivalent lateral force, modal analysis, combinations of loading, working stress

design, Limit state design, Plastic design.

10 Hours

UNIT –III

Behavior of Various Structural Systems: Factors affecting growth, Height and structural form; High rise

behavior, Concepts of Rigid frames, braced frames, in-filled frames, shear walls, coupled shear walls,

wall-frames, tubular, cores, Futigger – braced and hybrid mega system.

10 Hours

UNIT –IV

Analysis and Design: Modeling for approximate analysis, accurate analysis and reduction techniques,

analysis of building as total structural system considering overall integrity and major subsystem

interaction, analysis for member forces; drift and twist, computerized general three dimensional

analyses.

10 Hours

UNIT –V

Stability of Tall Buildings: Overall buckling analysis of frames, wall frames, approximate methods,

second order effects of gravity of loading, P-Delta analysis, simultaneous first order and P-Delta analysis,

Transnational, Torsional instability, out of plum effects, stiffness of member in stability, effect of

foundation rotation. Structural elements: sectional shapes, properties and resisting capacities, design,

deflection, cracking, pre-stressing, shear flow. Design for differential movement, creep and shrinkage

effects, temperature effects and fire.

Self Learning Topics: Transnational, Torsional instability, out of plum effects, stiffness of member in

stability, effect of foundation rotation. Structural elements: sectional shapes, properties and resisting

capacities, design, deflection, cracking, pre-stressing, shear flow. Design for differential movement,

creep and shrinkage effects, temperature effects and fire.

10 Hours

Text Books:

1. Taranath B.S, “Structural Analysis and Design of Tall Buildings”- McGraw Hill

2. Wolf gang Schuller, “High rise building structures”- John Wiley & Sons Inc April 1977.

3. Bryan Stafford Smith & Alexcoull, “Tall building structures Analysis and Design”- John Wiley &

Sons 13 September 1991.

4. T.Y Lin & D.Stotes Burry, “Structural concepts and system for Architects and Engineers”- John

Wiley.

Reference Books:

1. Lynn S.Beedle, “Advances in Tall Buildings”- CBS Publishers and Distributors.

2. Dr. Y.P. Gupta – Editor, “Proceedings National Seminar on High Rise Structures- Design and

Construction practices for middle level cities”- New Age International Limited.



1. Describe the Philosophy and different loads acting on Tall Structures.[L2]

2. To access the wind load and Earthquake load effect on Tall Structures.[L3]

3. Describe the various structural forms.[L2]

4. Demonstrate Knowledge the principles of approximate and accurate modeling analysis.[L3]

5. Demonstrate Knowledge the principles of Stability analysis and P Delta effect.[L3]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgment based on critical analysis and also for synthesis of information for extensive research in the area of specialization. [PO2]

3. Graduates shall review relevant literature, apply appropriate research methodologies, working individually or as a team contributing to the advancement of domain knowledge. [PO4]

4. Graduates shall imbibe the professional ethics and integrity for sustainable development of society. [PO10]

ELECTIVE-B

REPAIR AND REHABILITATION OF STRUCTURES





Course Learning Objectives (CLOs)

CLO1: To make students understand the cause of deterioration of concrete structures.

CLO2: To understand the assessment procedure for evaluating a damaged structure by using the testing

techniques.

CLO3: To evaluate the performance of the materials for repair.

CLO4: To understand the Serviceability and Durability criteria for rehabilitation.

CLO5: To study a real time example of repair and rehabilitation of a RC structure.

Pre-requisites:

1. 1.Analysis of determinate and indeterminate structures

2. Design of R.C.C Structures

Detailed Syllabus:

UNIT-I Introduction: FRACTURE MECHANICS

Definition of stress intensity factor. Fracture toughness. Energy release rate, critical energy release rate.

Crack mouth opening displacement, R-curve. Elasto-plastic fracture mechanics and J-integral.Mixed-

mode crack propagation, fatigue crack propagation.Computational fracture mechanics. Introduction to

fracture of quasi-brittle materials like concrete, Non-linear fracture models with softening, Size effect in

fracture of concrete, Cause of deterioration of concrete structures.

08 Hours

UNIT-II Influence on Serviceability and Durability:

Diagnostic methods & analysis, preliminary investigations, experimental investigations using NDT, load

testing, corrosion mapping, core drilling and other instrumental methods Quality assurance for

concrete construction as built concrete properties strength, permeability, thermal properties and

cracking. Effects due to climate, temperature, chemicals, wear and erosion, Design and construction

errors, corrosion mechanism, Effects of cover thickness and cracking, methods of corrosion protection,

corrosion inhibitors, corrosion resistant steels, coatings, cathodic protection.

Self Learning Topics:

Experimental investigations using NDT

12 Hours

UNIT-III

Maintenance and Repair Strategies:

Definitions: Maintenance, repair and rehabilitation, Facets of Maintenance importance of Maintenance

Preventive measures on various aspects. Inspection, Assessment procedure for evaluating a damaged

structure causes of deterioration - testing techniques.

10Hours

UNIT-IV

Materials for Repair:

Special concretes and mortars, concrete chemicals, special elements for accelerated strength gain,

Expansive cement, polymer concrete, sulphur infiltrated concrete, Ferro cement, Fiber reinforced

concrete. Techniques for Repair: Rust eliminators and polymers coating for rebar during repair foamed

concrete, mortar and dry pack, vacuum concrete, Gunite and Shot Crete Epoxy injection, Mortar repair

for cracks, shoring and underpinning.

12 Hours

UNIT-V

Examples of Repair to Structures:

Repairs to overcome low member strength, Deflection, Cracking, Chemical disruption, weathering wear,

fire, leakage, marine exposure, engineered demolition techniques for

dilapidated structures - case studies.

Self Learning Topics: case studies.

08 Hours

Text Books:

1. Modi & Patel “Repair and Rehabilitation of ConcreteStructures” Prentice Hall of India, 2015.

2. P.C Varghese “Maintenance Repair and Rehabilitation and minor works of buildings”,

Prentice Hall of India, 2014

Reference Books:

1. R.T.Allen and S.C. Edwards, “Repair of Concrete Structures”-Blakie and Sons

2. Raiker R.N., “Learning for failure from Deficiencies in Design, Construction and Service”- R&D Center

(SDCPL)

3. Anderson, T. L., “Fracture Mechanics: Fundamentals and Applications”, CRC Press, USA, Second

Edition.

4. Sidney, M. Johnson “Deterioration, Maintenance and Repair of Structures”.

5. Denison Campbell, Allen & Harold Roper, “Concrete Structures – Materials, Maintenance

And Repair”- Longman Scientific and Technical.

6.David Broek, “Elementary Engineering Fracture Mechanics”,Sijthoff and Noordhaff, Alphen Aan Den

Rijn, The Netherlands.

7. Alexander Mark G, “Concrete Repair , Rehabilitation and Retrofitting III”, CRC Press

Netherlands 2012.

8. Handbook on “Repair and rehabilitation of RCC buildings”, Director General (Works)

CPWD,2002.



1. Recognize the structural deficiencies and problems in RC structures. [L2]

2. Analyze critically RC structures for structural deficiencies using modern tools like NDT

equipments. [L4]

3. Solve the problem by suggesting suitable methods of repair and rehabilitation. [L3]

4. Employ repair and rehabilitation of RC structures for sustainable development by improving the

useable life of the structure.[L3]

5. Evaluate the present societal needs and solve them by rehabilitating old structures. [L3, L5]



synthesis of information for extensive research in the area of specialization. [PO-2]



3.Graduates shall imbibe the professional ethics and integrity for sustainable development of society.

[PO-10]

SEMESTER –II

COMPUTER AIDED ANALYSIS AND DESIGN LAB



Hours/week: L – T – P 0 – 0 –2 SEE Marks: 25

Total Hours: 48 SEE Duration: 3 Hours


CLO1: Understand Static and Dynamic analysis of Structures using Structural Engineering Software’s.

CLO2: Understand the principles of structural design of Steel and RCC by software’s.

CLO3: Design and develop folded plates and shell structures, using Structural Engineering Software’s.

CLO4: To design structural elements using Excel Spread Sheet.

List of Experiments:

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

12 Hours

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

12 Hours

3. Analysis of folded plates and shell structures using software.

12Hours

4. Preparation of EXCEL sheets for structural design.

12 Hours

Reference Books:

1. STADD PRO Manual

2. ETABS Manual

3. Lab Manual



1. Model and analyze the structure for static and dynamic loads. [L3]

2. Design structures of Steel and RCC by software’s. [L3]

3. Design folded plates and shell structures, using Structural Engineering Software’s. [L5]

4. Design structural elements using Excel Spread Sheet. [L5]

Program Outcomes (POs) of the Course:

1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating existing and updated knowledge in global perspective. [PO1]

2. Graduates shall be able to adopt modern techniques, analytical tools and software’s for complex engineering problems. [PO5]

3. Graduates shall imbibe the professional ethics and integrity for sustainable development of society. [PO10]

Scheme of Continuous Internal Evaluation (CIE) for Lab:

CIE

Conduct of lab 10 25 Journal 10

Lab test 5

Scheme of Semester End Examination (SEE) for Lab:

SEE Final Examination Conduct of experiments 20 25

Viva-voce 5

SEMESTER -III

STABILITY ANALYSIS OF STRUCTURES

Course Code 15CSE31 Credits 4

Course type PC CIE Marks 50

Hours/week: L-T-P 4 –0 – 0 SEE Marks 50

Total Hours: 50 SEE Duration 3 Hours for 100 marks

Course learning objectives (CLOs):

CLO1: Understand the principles of Structural Stability


CLO3: Evaluate the critical loads for columns, beam-columns and plates.

CLO4: Apply the concept of stability for lateral buckling of beams.

CLO5: Summarize the critical loads for columns, beam-columns and plates by classical, energy and finite

element approaches.

Pre-requisites:

1. Strength of materials


3. Finite element analysis Methods

Detailed Syllabus:

UNIT -I

Analysis of beam – columns by Classical approach: Concept of Instability. Euler’s formulation using

fourth order differential equation for pined – pined, fixed – fixed, fixed – free and fixed – pinned

column. Governing Differential equation for stability of beam – columns. Beam column subjected to (i)

lateral concentrated load, (ii) several concentrated loads, (iii) continuous lateral load. Application of

trigonometric series.

Self Learning Topics: Application of trigonometric series.

10 Hours

UNIT -II

Analysis of beam – columns by Energy approach: – Approximate calculation of critical loads for a

cantilever. Exact critical load for hinged – hinged column using energy approach. Buckling of bar on

elastic foundation. Buckling of cantilever column under distributed loads. Determination of critical loads

by successive approximation. Bars with varying cross section. Effect of shear force on critical load.

Self Learning Topics: Buckling of cantilever column under distributed loads.

10 Hours

UNIT -III

Stability analysis by finite element approach – derivation of shape function for a two nodded Bernoulli

– Euler beam element (lateral and translation of) – element stiffness and element geometric stiffness

matrices – assembled stiffness and geometric stiffness matrices for a discretised column with different

boundary condition – calculation of critical loads for a discretised (two elements) column (both ends

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

frame.

12 Hours

UNIT -IV

Lateral buckling of beams – Governing differential equation – pure bending – cantilever beam with tip

load – simply supported beam of I section subjected to central concentrated load. Pure Torsion of thin –

walled bars of open cross section. Non – uniform Torsion of thin – walled bars of open cross section.

Self Learning Topics: Torsion of thin – walled bars of open cross section

10 Hours

UNIT - V

Buckling of plates: Buckling of simply supported rectangular plate – uniaxial load and biaxial load.

Buckling of uniformly compressed rectangular plate simply supported along two opposite sides

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

sides.

Self Learning Topics: Buckling of simply supported rectangular plate – uniaxial load and biaxial load.

08 Hours

Text Books:

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

2016.

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

John Wiley and Sons, New York.

Reference Books:

1. S.Rajashekar, “Computations and Structural Mechanics”-Prentice – Hall, India.

2. Ray W Clough and J Penzien, “Dynamics of Structures” McGraw Hill, New Delhi, - 2nd Edition,1993

Course Outcome (COs):


1. To interpret and model the structural systems for stability. [L5]

2. Evaluate the critical loads and stresses. [L5]

3. Design the beam-columns. [L6]

4. Analyse the structural systems for stability. [L4]

5. Assess the flexural strength of beams considering lateral instability. [L5]




2 Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex


3. Graduates shall be able to apply engineering and management principles for efficient project

management considering economical and financial factors [PO7]

ELECTIVE-C

RELIABILITY ANALYSIS OF STRUCTURES






CLO1: Understand the basic concepts of Reliability of structures.

CLO2: Achieve the knowledge of preliminary data analysis Probability concepts and system reliability.

CLO3: Impart the knowledge and information about Random variables and Probability concepts in

Reliability analysis so that the students can make use of them in designing and analyzing real life

problems.

CLO4: Achieve the knowledge of uncertainty in reliability assessments.

CLO5: Understand the Simulation Techniques in system reliability.

Pre-requisites:

1) Mathematics (including mathematical statistics, numerical analysis and multi-variable calculus)

2) Engineering Mechanics

3) Strength of Materials

Detailed Syllabus:

UNIT- I

Preliminary Data Analysis: Graphical representation- Histogram, frequency polygon, Measures of

central tendency- grouped and ungrouped data, measures of dispersion, measures of asymmetry. Curve

fitting and Correlation: Fitting a straight line, curve of the form y = abx, parabola, Coefficient of

correlation.

10 Hours

UNIT -II

Probability Concepts: Random events-Sample space and events, Venn diagram and event space,

Measures of probability interpretation, probability axioms, addition rule, multiplication rule, conditional

probability, probability tree diagram, statistical independence, total probability theorem and Baye’s

theorem.

Self Learning Topics: Statistical independence, total probability theorem and Baye’s theorem.

10 Hours

UNIT –III

Random Variables: Probability mass function, probability density function, Mathematical expectation,

Chebyshev’s theorem. Probability distributions: Discrete distributions- Binomial and poison

distributions, Continuous distributions- Normal, Log normal distributions.

10 Hours

UNIT -IV

Reliability Analysis: Measures of reliability-factor of safety, safety margin, reliability index, performance

function and limiting state. Reliability Methods-First Order Second Moment Method (FOSM), Point

Estimate Method (PEM), and Advanced First Order Second Moment Method (Hasofer-Lind’s method)

Self Learning Topics: Advanced First Order Second Moment Method (Hasofer-Lind’s method)

10 Hours

UNIT - V

System Reliability: Influence of correlation coefficient, redundant and non-redundant systems-series,

parallel and combined systems, Uncertainty in reliability assessments- Confidence limits, Bayesian

revision of reliability. Simulation Techniques: Monte Carlo simulation- Statistical experiments, sample

size and accuracy, Generation of random numbers- random numbers with standard uniform

distribution, continuous random variables, discrete random variables.

10 Hours

Text Books:

1. Ranganathan, R. “Structural Reliability Analysis and design”- Second Edition Jaico publishing house,

Mumbai, India 1999

2. Ang, A. H. S., and Tang, W. H. “Probability concepts in engineering planning and design”- Volume –I

and Volume-II, John Wiley and sons, Inc, New York 1984

3. Milton, E. Harr “Reliability based design in civil engineering”- First Edition McGraw Hill book Co

1987.

Reference Books:

1. Nathabadndu, T., Kottegoda, and Renzo Rosso. Statistics, “Probability and reliability for Civil and

Environmental Engineers”- First Edition Mc Graw Hill international edition, Singapore 1998.

2. Achintya Haldar, and Sankaran Mahadevan. “Probability, Reliability and Statistical methods in

Engineering design”- Second Edition John Wiley and Sons. Inc 2000.

3. Thoft-christensen, P., and Baker, M., J, “Structural reliability theory and its applications”- First

Edition Springer-Verlag, Berlin, New York 1982.

4. Thoft-christensen, P., and Murotsu, Y. “Application of structural systems reliability theory”- First Edition Springer-Verlag, Berlin, NewYork 1986.

Course Outcomes (COs): Upon successful completion of this course, students will be able to:

1. Explain design and develop problem solving skills [L2]

2. Summarize the principles of reliability [L2]

3. Design and develop analytical skills [L6]

4. Summarize the Probability distributions [L2]

5. Explain the concept of System reliability [L2]



integrating existing and updated knowledge in global perspective [PO-1]

2.Graduates shall possess ability for independent judgment based on critical analysis and also for

synthesis of information for extensive research in the area of specialization [PO-2]

3.Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems


4.Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex

engineering problems [PO-5]

ELECTIVE- C

SMART MATERIALS AND COMPOSITE STRUCTURES






CLO1: Understand the basic concepts of composites and smart materials

CLO2: Achieve the knowledge of piezoelectric materials, Actuators, sensors , thermo – mechanical

properties of composites and Classical composite lamination theory

CLO3: Impart the knowledge and information about composite and smart materials so that the students

can make use of the them in designing and analyzing real life problems

CLO4: Understand energy principles and control systems

CLO5: Achieve the knowledge of lamination theory and mechanical couplings

Pre-requisites:

1. Mechanics of Materials

2. Theory of Elasticity

3. Mathematics

Detailed Syllabus:

UNIT -I

Introduction to smart materials and structures – piezoelectric materials – coupled electromechanical

constitutive relations – depoling and coercive field – field – strain relation – hysterics – creep – strain

rate effects – manufacturing.

Self Learning Topic: Strain rate effects – manufacturing.

10 Hours

UNIT- II

Actuators and sensors: single and dual actuators – pure extension, pure bending – bending extension

relations – uniform strain beam model – symmetric induced strain actuators – bond shearing force –

Bernoulli Euler (BE) beam model – embedded actuators.

10 Hours

UNIT -III

Uniform strain model – energy principle formulation – BE model – single and dual surface bonded

actuators – Extension – bending and torsion model. Constitutive modeling of structures with PZTs/PVDF

materials, electro restrictive, magneto restrictive and Shape memory alloys. Electro Rheological and

Magneto Rheological fluids Application of PZT patches, PVDF films, electro restrictive, magneto

restrictive materials and shape memory alloys (SMA) in structural vibration control.

10 Hours

UNIT-IV

Introduction to Composite materials- classifications and applications, Anisotropic elasticity –

unidirectional and anisotropic laminae, thermo – mechanical properties, micro – mechanical analysis

and characterization tests.

10 Hours

UNIT -V

Classical composite lamination theory, cross and angle– ply laminates, symmetric, antisymmetric and

general symmetric laminates, mechanical coupling. Analysis of simple laminated structural elements ply-

stress and strain, lamina failure theories – first fly failure, vibration and buckling analysis. Sandwich

structure face and core materials, secondary failure modes environmental effects, manufacturing of

composites.

Self Learning Topic: Secondary failure modes environmental effects, manufacturing of composites.

10 Hours

Text Books:

1. M. Mukhopadhya,” Mechanics of Composite Materials and Structures” – Second Edition

Universities Press India Pvt Ltd Hydrabad 2004.

2. Bhagwan D Agarvalm, and Lawrence J Brutman, “Analysis and Performance of Fiber Composites”-

First Edition John Willy and Sons 2000.

3. Crawley, E and de Luis, J., “Use of Piezoelectric actuators as elements of intelligent structures”-

AIAA Journal, Vol.25, No.10, Oct 1987, PP 1373-1385.

Reference Books:

1. Robert M. Jones, “Mechanical of Composite Materials”- Second Edition New York Taylor and Francis

2013.

2. Crawley, E and Anderson, E., “Detailed models of Piezoceramic actuation of beams” - Proc. of the

30th AIAA/ASME/ASME/ASCE/AHS/ASC – Structural dynamics and material conference, AIAA,

Washington DC, April 1989

3. Srinivasan, A.V, and McFarlad, D.M., “Smart Structures: Analysis and Design”, Second Edition

Cambridge University Press, Cambridge, 2001.



1. Explain the use of composite and smart materials in today’s life [L2]

2. Summarize the classification and applications of composites [L2]

3. Formulate the electromechanical constitutive relations [L6]

4. Apply the composite and smart materials to design and analyze real life problems [L3]

5. Develop the structures making use of composite and smart materials [L6]




2. Graduates shall possess ability for independent judgment based on critical analysis and also for

synthesis of information for extensive research in the area of specialization [PO2]





ELECTIVE-C

COLD FORMED LIGHT GAUGE STEEL STRUCTURES






CLO1: To make the students to learn the principles of Cold Formed Light Gauge Steel.

CLO2:To make the students to design Cold Formed Light Gauge Steel Tension and Compression

members.

CLO3: To make the students to design Cold Formed Light Gauge Steel flexural members.

CLO4: To understand the principles of design Light gauge steel structures by LSM.

CLO5: To understand the principles of Light gauge Connections and Concept of Pre- engineered

buildings.

Pre-requisites:

1. Design of Steel Structures


3. Theory of Structures

Detailed Syllabus:

UNIT –I Forms of light gauge sections, Effective width computation of unstiffened, stiffened, multiple stiffened compression elements of cold formed light gauge sections. Concept of local buckling of thin elements. Limiting width to thickness ratio. Post buckling strength.

10 Hours UNIT –II Design of compression and tension members of cold formed light gauge section based on IS-801-1975

10 Hours UNIT –III Design of flexural members (Laterally restrained / laterally unrestrained Section) based on IS-801 -1975

10 Hours UNIT –IV Design of concepts of cold formed light gauge sections for Compression, Tension and Flexure based on LSM

10 Hours UNIT –V Design of Light Gauge Connections, Concept of Pre- engineered buildings

10 Hours

Text Books:

1. N Subramanian- “Design of Steel Structure” oxford University Press, 7th impression 2011

2 B.C. Punmia, A.K. Jain “Design of Steel Structures”, Laxmi Publications, July 2012 New Delhi.

3. Ramchandra and Virendra Gehlot “ Design of Steel Structures “ Vol 1 and Vol.2, Scientific Publishers, Jodhpur

References Books:

1. Bureau of Indian Standards, IS800-2007,, IS-801-1975. IS 811and, BS 5950:1998 Part -5



1. Explain the principles of Cold Formed Light Gauge Steel. [L2]

2. Interpret Cold Formed Light Gauge Steel Tension and Compression members. [L3]

3. Interpret Cold Formed Light Gauge Steel flexural members. [L3]

4. Explain principles of design Light gauge steel structures by LSM. [L2]

5. Explain principles of Light gauge Connections and Concept of Pre-Engineered buildings. [L2] Program Outcomes (POs) of the course:


integrating existing and updated knowledge in global perspective [PO-1]


synthesis of information for extensive research in the area of specialization.[ PO-2]

3.Graduates shall review relevant literature, apply appropriate research methodologies, working

individually or as a team contributing to the advancement of domain knowledge. [PO-4]

4. Graduates shall imbibe the professional ethics and integrity for sustainable development of society.

[PO-10]

ELECTIVE-D

DESIGN OF PRESTRESSED CONCRETE STRUCTURES






CLO1: Understand the techniques and methods of prestressing

CLO2: Analyze the prestressed beams at transfer and working conditions

CLO3: Determine the losses & deflections in PSC members due to various factors

CLO4: Design the beams and determine the cable profiles required

CLO5: Design the End blocks for PSC beams

Pre-requisites:



3. Design of RC structures

Detailed Syllabus:

UNIT- I

Materials, Basic principles and Flexural analysis of P.S.C. sections

High strength concrete and steel, Stress-Strain characteristics; Properties, Principles of Prestressing; Pre-

tensioning and Post-tensioning systems with end anchorages, Stresses in PSC due to prestress and loads,

cable profiles, Load-balancing concept, Thrust-line concept

14 Hours

UNIT- II

Losses & Deflections in P.S.C. Sections

Various losses encountered in pre-tensioning and post-tensioning methods, Determination of Jacking

force, Deflections of prestressed members, Short-term and Long-term deflections, Elastic deflections

under transfer loads and due to different cable profiles. Deflections limits as per IS:1343-1980; Methods

of reducing deflection; Limit state of serviceability, Crack width computation (Rectangular beams only)

10 Hours

UNIT- III

Limit State of Collapse (Flexure & Shear)

Flexure and Shear- IS code recommendations, Calculation of principal tensile stresses, Ultimate flexural

strength and shear resistance of sections, Design of shear reinforcement (Rectangular beams only)


Design of shear reinforcement (Rectangular beams only)

08 Hours

UNIT- IV

Design of P.S.C. Sections

Design of pre-tensioned and post-tensioned sections; Permissible stresses, determination of

prestressing force and eccentricity, limiting zone of pre-stressing force, cable profiles (Rectangular

beams only)

08 Hours

UNIT- V

Design of End blocks

Transmission of prestress in pre-tensioned members, transmission length, Anchorage stress in post-

tensioned members; Bearing and bursting stresses, stresses in end-blocks, IS code provisions for design

of end block reinforcement


IS code provisions for design of end block reinforcement

10 Hours

Text books:

1. Krishna Raju N, ‘Prestressed Concrete’, Tata McGraw Hill, New Delhi, 3rd edition,1998

2. Rajagopalan N, ‘Prestressed Concrete ‘, Narosa Publishing House, New Delhi, 2nd edition,

Reprint in 2015.

Reference books:

1.Lin T Y and Burns N H, ‘Design of Prestressed Concrete Structures’, John Wiley and Sons, New York,

Third Edition, 1982.

2.Pandit G S and Gupta S P, “Prestressed Concrete”, C B S Publishers, New Delhi, First edition, 2015.


After the successful completion of this course, the student shall be able to:

1. Understand the materials used and apply the techniques used for prestressing [L3]

2. Analyze the behavior of PSC sections under different cable profiles [L4]

3. Analyze the losses & deflections occurring in PSC members [L4]

4. Analyze the prestressed sections for flexure and shear under various conditions [L4]

5. Design the pre-tensioned and post-tensioned sections for flexure and shear [L6]

6. Design the end blocks for anchorage [L6]




2. Graduates shall possess ability for independent judgment based on critical analysis and also for

synthesis of information for extensive research in the area of specialization [PO2]





ELECTIVE-D

SOIL-STRUCTURE INTERACTION


Course type PE CIE Marks 50

Hours/week: L-T-P 4 – 0 – 0 SEE Marks 50


Course learning objectives ( CLOs):

CLO1: Understand the principles of soil-structure interaction


CLO3: Design for structures incorporating the principles of soil-structure interaction .

CLO4: Apply the concept of Settlement analysis and soil dynamics.

CLO5: Evaluate and Summarize the dynamic characteristics of soil and structural systems.

Pre-requisites:

1.Strength of materials


3.Geotech-I/II.

4.Structural Dynamics

Detailed Syllabus:

UNIT -I

Soil properties - Shear strength parameters, Elastic constants, modulus of subgrade reaction. Methods

of evaluation of elastic soil properties.

Self Study: Methods of evaluation of elastic soil properties.

10 Hours

UNIT - II

Settlement Analysis – Immediate settlement, Consolidation settlement, Liquefaction Analysis.

Settlement computations.

Self Learning Topics: Methods of evaluation of elastic soil properties.

10 Hours

UNIT -III

Soil models – Discrete, continuum soil models. Linear, non linear soil models. Evaluation of soil stiffness

parameters. Soil- foundation, Soil-structure relative stiffness parameters.

10 Hours

Unit- IV

Static soil- structure interaction, Application to buildings – Force, moment redistribution in buildings

due to SSI. Application of SSI to rafts and piles. Application of SSI to retaining walls, abutments and piers.

Self Learning Topics: Torsion of thin – walled bars of open cross section

10 Hours

UNIT - V

Dynamic soil- structure interaction. Introduction to soil dynamics, Dynamic soil properties, Propagation

of wave through elastic medium.

Self Learning Topics: Buckling of simply supported rectangular plate – uniaxial load and biaxial load.

10 Hours

Text Books:

1. Indrajit Chowdhary and Shambhu Dasgupta, “Dynamics of Structure and foundation- A unified

approach 1”. Foundamentals, CRC Press. 2010

2. Indrajit Chowdhary and Shambhu Dasgupta, “Dynamics of Structure and foundation- A unified

approach 2”. Applications, CRC Press. 2010

3. Steven L. Kramer, “Geotechnical Earthquake Engineering, Pearson”, 7th impression,2015

4. Kamalesh Kumar, “Basic Geotechnical Earthquake Engineering”, New Age International Publishers.

Reference Books:

1. Bharat Bhushan Prasad, “Soil dynamics and Earthquake Engineering”, PHI Learning.2009

2. Braja M. Das, G.V.Ramana, “Principles of Soil Dynamics”, Cengage learning. Second Ed,2011.



1. To interpret and model the Soil-foundation-structure integrated systems. [L2]

2. Evaluate the and dynamic soil properties and soil-structure relative stiffnesses. [L5]

3. Design the including the principles of Soil-foundation-structure interaction. [L6]

4. Analyse the foundations for settlement and its effects. [L4]

5. Assess the dynamic soil properties. [L5]


1. Graduates shall possess ability for independent judgement based on critical analysis and also for synthesis of information for extensive research in the area of specialization. [PO2]

2. Graduates shall conceptualise and obtain feasible and optimal solution for engineering problems




ELECTIVE-D

OPTIMIZATION OF STRUCTURES


Course type PE CIE Marks 50

Hours/week: L-T-P 4-0-0 SEE Marks 50


Course learning objectives (CLOs):

CLO1: Describe the applications of Optimization and formulate structural optimization problems

CLO2: Analyse problems related to single variable and multiple variable optimization including practical

structural applications

CLO3: Illustrate the basic concepts of linear programming and application to real life problems]

CLO4: Demonstrate the principles of non linear programming to one dimensional elimination methods

CLO5: Outline the various methods of unconstrained optimization techniques to structural problems

CLO6: Describe the concept of Dynamic programming and Geometric programming and apply to

practical structural problems

Pre-requisites:

1. Engineering Mathematics

2. Determinate and Indeterminate Structural Analysis

3. Matrix Methods

Detailed Syllabus:

UNIT -I

Introduction: Introduction to optimization, engineering applications of optimization, Formulation of

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

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

direct substitution, Solution by the method of Constrained Variation and Solution by the Method of

Lagrange Multipliers.

10 Hours

UNIT -II

Linear Programming: Introduction, Applications of Linear programming, standard form of linear

programming, Graphical solution, solution of a system of linear simultaneous equations, pivotal

production of general systems of equations, simplex algorithms, duality in linear programming.

Self Learning Topics : Graphical solution

10 Hours

UNIT - III

Non-linear programming-I: Introduction, One dimensional minimization methods: Elimination methods

– Unrestricted Search, Internal Halving Method, Fibonacci method, Golden section method.

Interpolation methods - Quadratic interpolation and Cubic interpolation methods.

Self Learning Topics : Interpolation methods

10 Hours

UNIT -IV

Non-linear programming-II: Introduction to Unconstrained optimization techniques. Univariate method,

Powell’s Method, Indirect Search (Descent) Methods- Steepest Descent(Cauchy) Method, Fletcher-

Reeves Method and Newton’s Method.

Constrained Optimization techniques – Sequential linear programming, exterior and interior penalty

function methods.

Self Learning Topics : Exterior and interior penalty function methods.

10 Hours

UNIT -V

Geometric and Dynamic programming: Solution of Uncontrained Geometric programming problems,

Dynamic programming: Introduction, Multistage decision processes, Concept of suboptimization and

principle of optimality, Computational procedure in Dynamic program.

10 Hours

Text Books:

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

2. Bhavikatti S.S.- “Structural optimization using sequential linear programming”- Second Edition

Vikas publishing house 2010.

Reference Books:

1. Spunt, “Optimum Structural Design”- Prentice Hall 1997

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

3. Richard Bronson, “Operation Research”- Second Edition Tata McGraw Hill New Delhi 2008



1. Apply the principles of optimization and Formulate structural optimization problems [L3,

L6]

2. Outline the principles of single variable and multivariable optimization and Solve practical

structural problems [L2, L6]

3. Explain the concepts of linear programming and Formulate LPP for real life problems [L2,

L6].

4. Summarize the Non-linear Programming concepts [L2].

5. Explain the concept of Dynamic programming and Geometric programming and Apply to

practical structural problems [L2, L3]



integrating existing and updated knowledge in global perspective [PO1].

2. Graduates shall conceptualize and obtain feasible and optimal solution for engineering

problems considering societal and environmental requirements (lateral thinking) [PO3]

3. Graduates shall be able to adopt modern techniques, analytical tools and software for

complex engineering problems [PO5].

4. Graduates shall be able to apply engineering and management principles for efficient

project management considering economical and financial factors [PO7]

5. Graduates shall possess communication skills to comprehend, document and present

effectively to the engineering community and society at large [PO8].

Documents

Total - Gogte Institute of Technology · 2016. 8. 23. · 3) M. F. Rubinstein, “Matrix omputer Methods of Structural Analysis”, Prentice Hall Publishers, 1966 4) M. Mukhopadhyay,