PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Design of Disaster Resistant Structures (03209182)

Type of Course: MTech Prerequisite: Design of Earthquake Structures. Rationale: Prepare a site specific response spectra for a given earthquake data. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

Lect

Tut

3

0

External

Total

Internal

Lab 0

3

T

P

T

CE

P

60

0

20

20

0

100

Lect - Lecture, Tut - Tutorial, Lab - Lab, T - Theory, P - Practical, CE - CE, T - Theory, P - Practical

Contents: Sr.

Topic

Weightage

Teaching Hrs.

15%

6

25%

12

20%

10

20%

10

20%

10

Introduction to disaster resistant structures: 1

Blast resistant design ±Introduction - Effect of blast ±above ground and below ground structures.Introduction to effects of flood,wind and fire disasters to structures according to codal provisions. Concepts of seismic design and seismic methods:

2

Seismic design and seismic performance - Seismic design limit states ±serviceability ±damage ±survival limit states - Structural properties ± strength stiffness and ductility - Definition of design quantities ± philosophy of capacity design.- seismic co-efficient method- response spectrum method. Essentials of structural systems for seismic resistance:

3

Structural systems ±frames, walls, dual systems - Response in elevation ±plan - Influence of building configuration ±structural classification. Response spectrum analysis:

4

Response history analysis - Modal analysis ±modal response Response spectrum analysis. Reinforced concrete ductile frames:

5

Structural modelling ±assumptions - Regularity in framing systems ± moment redistribution - Principles of design of beams, columns ±beam column joints - Ductility demand ±soft story concept. Isolation systems ±effectiveness of base isolation. Ductile detailing criteria as per IS:13920.

*Continuous Evaluation: Printed on : 15-07-2016 01:33 PM

Page 1 of 2

It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Seismic Design of RC and Masonry Buildings T. Paulay and MJN Priestley

2.

Design of Multi-storey RC buildings for Earthquake Motions J. A. Blume

3.

Design of Earthquake Resistant Buildings Minoru Wakabayashi

4.

Earthquake Resistant Design and Risk Reduction D.J. Dowrick

5.

Dynamics of Structures A.K. Chopra

6.

Elements of Earthquake Engineering Jai Krishna & Chandrasekharan

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1.Understand the codal provisions for all disasters. 2. Analyse structures for blast loading as per standards 3. Seismic design and seismic performance of a building. 4. Analyse Earthquake Resistant buildings as per IS Code specifications. 5. Understand the Structural systems like : frames, walls, dual systems for earthquake resistance. 6. Prepare a site specific response spectra for a given earthquake data.

Printed on : 15-07-2016 01:33 PM

Page 2 of 2

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Analysis And Design Of Tall Structures (03209181)

Type of Course: MTech Prerequisite: Design of Concrete Structure, Design of Steel Structure Rationale: With the rapid development of infrastructure facilities, large number of tall structures like tall buildings, chimneys, cooling tower, transmission line towers, microwave towers etc. are being designed and constructed across the globe. The course on Design of Tall Structures acquaints the structural engineering students to analyze and design such structures as per Indian Standard code of practice Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

L

T

3

0

External

Total

Internal

P 0

3

Theory

Practical

Theory

*C.E.

Practical

60

0

20

20

0

100

L-Lectures; T-Tutorial; P-Practical; C.E.-Continuous Evaluation Contents: Sr.

Topic

Weightage

Teaching Hrs.

35%

16

20%

10

20%

10

25%

12

Tall Building:

1

Structural systems for (a) floor systems (b) vertical load resisting systems (c) lateral load resisting systems, and (4) connections, Interaction of frames and shear wall, Twist of frames, Effects of opening, Analysis of coupled shear walls; Various methods of analysis like static linear/nonlinear, dynamic, buckling analysis, construction stage analysis etc. ; Structural control and energy dissipation devices for tall building. Chimney:

2

Design Factors, Stresses due to temperature, components, Platform and Safety ladders, Steel stacks, Refractory linings, Caps and foundation Cooling towers:

3

types, components, design forces, analysis and design Transmission Line and Microwave towers:

4

types of loads, Tower Configuration, Analysis and Design of towers

*Continuous Evaluation: It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Tall buildings B. S. Taranath

2.

Design of Multi-storeyed structures U. H. Variani

3.

Tall Chimneys: Design & Construction S. N. Manohar

4.

Transmission Line Structures Santhakumar & Murthy

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Understand the behaviour and structural systems for Tall Structures 2. Understand the structural control and energy dissipation devices for tall building 3. Design of Chimney 4. Design Cooling Tower 5. Design Transmission Line towers 6. Design Microwave towers

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Soil Structure Interaction (03209180)

Type of Course: MTech Prerequisite: Design of Concrete Structures and Steel Structures. Rationale: Analyse, Design and detail Soil and foundation responses to earthquakes and design and analyse Flexible Retaining Structures Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

L

T

3

0

External

Total

Internal

P 0

Theory

Practical

Theory

*C.E.

Practical

60

0

20

20

0

3

100

L-Lectures; T-Tutorial; P-Practical; C.E.-Continuous Evaluation Contents: Sr.

Topic

Weightage

Teaching Hrs.

1

Basic Concept of soil structure interaction:: Factors affecting contact pressures; subgrade modulus-determination and factors; contact pressure by theory of elasticity, contact pressure by modulus of sub grade reaction.

20%

12

25%

12

3

Earthquake response of soils and foundations: Measurement of dynamic soil properties; strength of cyclically loaded soils. Liquefaction: Effects, types and factors; evaluation of liquefaction potential; mitigation methods viz. Vibro techniques, dynamic compaction, blasting compaction grouting, stone columns, compaction piles, grouting and mixing techniques, drainage methods etc,

20%

8

4

Geogrid and Geosynthetics:: Types, functions, applications, Various methods for Reinforced Earth designs, installation and applications.

25%

12

5

Flexible Retaining Structures: Analysis by free earth support method.

10%

4

Beam on Elastic Foundation: 2

Flexible analysis of a combined footing by finite difference method and by finite element method.

*Continuous Evaluation: It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Analysis & Design of Foundations & Retaining Structures Swami Saran, Gopal Ranjan

2.

Design of Foundation Systems Nainan P Kurian

3.

Foundation Analysis and Design J. E. Bowles

4.

Designing with Geosynthetics Koerner R M

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Understand the basic concept of soil structure interaction 2. Analyse, Design and detailing of Elastic Foundation. 3. Understand the earthquake response of soils and foundations 4. Analyse, Design and detail Flexible Retaining Structures. 5. Analyse the geogrid 6. Analyse the geosynthetics.

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Theory Of Plates And Shells (03209155)

Type of Course: MTech Prerequisite: Mechanics of Solids and Theory of Elasticity Rationale: Plates and Shells have become important structural forms of modern infrastructures. Analysis of such Structure requires rigorous mathematical treatment. It is essential to understand structural behaviour andanalysis of plates and shells for their safe design. The course onPlates and Shellequips the studentswith analysis methodology of plates and shell using analytical methods. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

L

T

3

0

External

Total

Internal

P 0

3

Theory

Practical

Theory

*C.E.

Practical

60

0

20

20

0

100

L-Lectures; T-Tutorial; P-Practical; C.E.-Continuous Evaluation Contents: Sr.

Topic

Weightage

Teaching Hrs.

1

Theory of Plates: Introduction to thin plates under small deflection theory - Kirchoff¶s assumptions - Lame¶s parameters - Development of strain - displacement relationships - stress-strain relationships - Forcedisplacement equations and equilibrium equations in curvilinear coordinates - Lame¶s parameters u, v, w equations - Variational principles and its applications to plate problems - Study of various boundary conditions - Rectangular plates - Differential equation - Solution of simply supported plates under various loading conditions - Uniformly distributed load - Hydrostatic pressure and a concentrated load Navier and Levy types of solutions - Symmetrical bending of circular plates - Differential equations - Uniformly loaded and concentrically loaded plates with various boundary conditions.

50%

32

2

Theory of Shells: Introduction - Definition and assumptions Development of strain displacement relationships - Stress-strain relationships - Force displacement equations and equilibrium equation in curvilinear co-ordinates - Kirchoff¶s assumptions in thin shallow shell theory - Classification of shell systems - Principal curvatures - Lame¶s parameters - Gauss-Godazzi relations - Love¶s first approximation Membrane theory - Application to does of various shapes - Shells of double curvature - Circular cylindrical shells - Membranes deformation of symmetrically loaded cylindrical and spherical shells - North light shells - Folded plates - Structural Behaviour of folded plates - Equation of three shears - Application of Simpson¶s and Whitney¶s methods and comparison of cylindrical shells with folded plates - General theory of circular cylindrical shells loaded symmetrically - Beam method of analysis - Approximate solution by Schorer¶s method. Design of Domes.

50%

32

*Continuous Evaluation: It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books:

1.

Design and Construction of Concrete Shell Roofs G.S. Ramaswamy

2.

Theory and Analysis of Plates - Classical and Numerical Methods R. Szilard

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Understand the behaviour of thin plates under small deflection. 2. Development of strain - displacement relationships - stress-strain relationships for thin plates. 3.Understand the behaviour of rectangular plate with different boundary conditions and loading. 4.Understand and derive the governing equations for theory of shell in curvilinear co-ordinates. 5. Understand the Structural Behaviour of folded plates. 6. Analyse and design the Domes.

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Structural Design Lab (03209154)

Type of Course: MTech Prerequisite: Design of Concrete Structures and Steel Structures. Rationale: Analyze, Design and detail industrial and multistoried structures. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

Lect

Tut

0

External

Total

Internal

Lab

0

4

2

T

P

T

CE

P

0

60

0

0

40

100

Lect - Lecture, Tut - Tutorial, Lab - Lab, T - Theory, P - Practical, CE - CE, T - Theory, P - Practical

Contents: Sr.

Topic

Weightage

Teaching Hrs.

25%

16

25%

16

25%

16

25%

16

Design of G+3 RCC Building: 1

Design of G+3 RCC Building : Complete Analysis, Design, Detailing and Drawing of G+3 Building structure Design of RCC Water Tank:

2

Design of RCC Water Tank: Complete Analysis, Design, Detailing and Drawing of RCC Water Tank. Design of Steel Foot Bridge:

3

Design of Steel Foot Bridge: Complete analysis, Design,Detailing and Drawing of Steel Foot Bridge Design of Industrial Shed:

4

Design of Industrial Shed: Complete analysis, Design, Detailing and Drawing of Steel Industrial Shed.

*Continuous Evaluation: It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Design of multi-storied building ( G+3) (TextBook) Shah & Karve; Structural Publictaion, Pune

2.

'Design of Steel Structures¶(TextBook) Arya and Ajmani; Nem Chand

3.

Advanced design of concrete structures Krishna Raju N.; Tata Mc-Graw Hill

Course Outcome: Printed on : 15-07-2016 01:30 PM

Page 1 of 2

After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Design and Detail RCC Structures 2. Design and Detial Steel Structures

Printed on : 15-07-2016 01:30 PM

Page 2 of 2

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Advanced Design of Steel Structures (03209153)

Type of Course: MTech Prerequisite: Design of Steel Structures. Rationale: Perform Limit state design of trusses and frames. Minimum weight design of steel structure. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

Lect

Tut

3

2

External

Total

Internal

Lab 0

5

T

P

T

CE

P

60

30

20

20

20

150

Lect - Lecture, Tut - Tutorial, Lab - Lab, T - Theory, P - Practical, CE - CE, T - Theory, P - Practical

Contents: Sr.

Topic

Weightage

Teaching Hrs.

15%

9

20%

10

20%

15

30%

20

15%

10

Portal Frames: 1

Portal Frames ±Design of portal frame with hinge base, design of portal frame with fixed base - Gable Structures ±Lightweight Structures. Steel Gantry Girders:

2

Steel Gantry Girders ±Introduction, loads acting on gantry girder, permissible stress, types of gantry girders and crane rails, crane data, maximum moments and shears, construction detail, design procedure. Semi rigid design of steel structures:

3

Semi rigid design of steel structures - Connection flexibility in steel frames - Analysis of continuous beams with flexible connections - Semi rigid design of steel frames.Introduction to International codes.(ACI) Introduction to plasticity:

4

Introduction - Nature of plasticity- Assumptions - Stress-strain curve Bauschinger effect.Plastic Stress- Strain relations - Necessary Elasticity-Plane stress and plane strain - Yield criteria and flow rules Tresca Theory-Vonmises Theory-Geometrical representation - St. Venant¶s theory of plastic flow and torsion ±Prandtl Reuss theory Concept of slip line field theory. Cold formed steel section design:

5

Types of Cold-Formed Steel Sections and Their Applications,Materials Used in Cold-Formed Steel Construction,Design concept for Flexural Members and Compression Members.

*Continuous Evaluation: Printed on : 15-07-2016 01:13 PM

Page 1 of 2

It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Mathematical Theory of Plasticity Hill Rodney

2.

Teaching Resource for Structural steel design R. Narayanan

3.

Plasticity for Structural Engineer W.F. Chen, D.J. Han

4.

Plastic Methods of Structural Analysis B.G. Neal

5.

Plastic Design of Steel Frames L.S. Beedle

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Design the portal frames with different support conditions. 2. Design the Steel Gantry Girders. 3. Design the Semi rigid connection design of steel structures 4. Design of Transmission Line towers. 5. Understand the concept of plasticity 6. Understand the theory of plastic flow and torsion. List of Tutorial: 1.

Minimum 15 problems from above topics along with cross checking using any open-source / professional software.

2.

Modeling and analysis of at least one real-life structure using open-source/ professional software

Printed on : 15-07-2016 01:13 PM

Page 2 of 2

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Structural Dynamics (03209152)

Type of Course: MTech Prerequisite: Mathematics, Engineering Mechanics and Earthquake Engineering Rationale: Earthquakes impose time-dependant lateral inertia forces on the structure. To make a structure earthquake resistant, it is to be designed for lateral loads in addition to gravity loads. The lateral loads acting on structure are calculated using theory of structural dynamics. Therefore, the understanding of structural dynamics, characteristic of earthquakes and its effect on structure is essential for safe design of civil engineering structures. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

L

T

3

0

External

Total

Internal

P 0

3

Theory

Practical

Theory

*C.E.

Practical

60

0

20

20

0

100

L-Lectures; T-Tutorial; P-Practical; C.E.-Continuous Evaluation Contents: Sr.

Topic

Weightage

Teaching Hrs.

20%

14

20%

15

20%

15

20%

14

20%

6

Single Degree of Freedom Systems: 1

Single Degree of Freedom Systems - Response under time dependent Transient and Steady state forcing functions - Damping Vibrations system - Greens Function for computing response under general type of excitation. Multi-degree of Freedom Systems:

2

Multi-degree of Freedom Systems - Free vibration - Determination of Natural frequencies and mode shapes ±Vanello Stodola and Matrix iteration methods - Energy methods - Forced vibrations - Lagrange¶s equation - Simple applications. Continuous Systems:

3

Continuous Systems - Free and forced vibrations of beams Approximate solutions - Rayleigh and Rayleigh - Ritz Methods Vibrations of continous systems - Modal Analysis. Dynamic Response:

4

Numerical evaluation of dynamic response - Time stepping method Methods based on interpolation of excitation ±central difference method ±Newmark¶s method. Fatigue Analysis:

5

Fatigue analysis of steel crane girders.

*Continuous Evaluation: It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc.

Reference Books: 1.

Structural Dynamics - Theory & Computations Mario Paz; CBS Publishers

2.

Introduction to Structural Dynamics John M. Biggs; McGraw Hill Book Co.

3.

Vibration Problems in Engineering Timoshenko

4.

Dynamics of Structures Clough and Penzien

5.

Dynamics of Structures Hurty and Rubinsteian

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Understand the basic concepts like: free vibration, forced vibration, damping, natural frequency and resonance etc. 2. Understand the response of single and multi-degree of freedom systems. 3. Determine of Natural frequencies and mode shapes of MDOF system by various methods. 4. Understand the behaviour of beams under free and forced vibrations. 5. Understand the Numerical evaluation of dynamic response. 6. Understand the fatigue analysis of steel crane girders

PARUL UNIVERSITY - FACULTY OF ENGINEERING & TECHNOLOGY Department of Civil Engineering SYLLABUS FOR 2nd Sem MTech PROGRAMME Finite Element Method (03209151)

Type of Course: MTech Prerequisite: Mechanics of Solids, Matrix Methods of Structural Analysis and Structural Analysis Rationale: Complicated geometries, loadings, and material properties, analytical solutions generally require the solution of ordinary or partial differential equations, which are not usually obtainable. Hence, the structural engineers need to rely on numerical methods, such as the finite element method, finite difference method, and boundary element method etc., for acceptable solutions. Among these numerical methods, finite element method is such a widely accepted method that can be systematically programmed to accommodate complex and difficult problems. Teaching and Examination Scheme: Teaching Scheme (Hrs./Week)

Examination Scheme Credit

Lect

Tut

4

1

External

Total

Internal

Lab 0

5

T

P

T

CE

P

60

0

20

20

0

100

Lect - Lecture, Tut - Tutorial, Lab - Lab, T - Theory, P - Practical, CE - CE, T - Theory, P - Practical

Contents: Sr.

Topic

Weightage

Teaching Hrs.

20%

12

20%

13

20%

13

20%

13

20%

13

Introduction: 1

Introduction: Principles of discretization, Element stiffness mass formulation based on direct, variational and weighted residual techniques. Finite element displacement approach:

2

Finite element displacement approach: Shape functions convergence criteria, Computation of element properties, plane stress, plane strain Problems. Computations of element properties:

3

Computations of element properties: bar elements, beam elements, trusselements, constantstrain triangle, linear strain triangle and quadrilateralelements using generalized coordinates, Isoparametric elements, Numerical Integration by Guass Quadrature. Solid element and plate bending problems.:

4

Solid element: Tetrahedral element, Axisymmetric solids.Analysis of plate bending problems. Preprocesor and Post Processor:

5

Preprocessors for FEA modeling, FEA software packages and Applications

*Continuous Evaluation: Printed on : 15-07-2016 12:56 PM

Page 1 of 2

It consists of Assignments/Seminars/Presentations/Quizzes/Surprise Tests (Summative/MCQ) etc. Reference Books: 1.

Finite Element for Structural Analysis Weaver & Johnston

2.

Finite Element Methods Zienkiewicz

3.

Introduction to Finite Elements in Engineering Chandrupatla, R.T. &Belegundu, A.D

4.

Finite Element Programming Hinton & Owen

5.

Finite Elements Procedures in Engineering analysis Bathe, Wilson

Course Outcome: After Learning the course the students shall be able to: After learning the course the students shall be able to: 1. Understand to concept and applications of FEM 2.Understand the Variational and Weighted residual concept of FEM. 3.Derive element properties for 1D and 2D problems. 4.Derive the element properties for Solid and Plate bending problems. 5.Derive the shape functions and analyse 1D / 2D problems using FEM. 6.Understand the Pre processors and Post Processors of commercial FE software. List of Tutorial: 1.

FE Analysis of 1D Problems FE Analysis of 1D Problems: Bar and Beams using FE Software (ANSYS)

2.

FE Analysis of 2D Problems FE Analysis of 2D Problems: Thin Plate under axial tension, Beam under bending using FE Software (ANSYS)

Printed on : 15-07-2016 12:56 PM

Page 2 of 2

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