JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
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DEPARTMENT OF CIVIL ENGINEERING
COURSE STRUCTURE & SYLLABUS for M.Tech
COMPUTER AIDED STRUCTURAL ANALYSIS AND DESIGN
Programme
(Applicable for batches admitted from 2019-2020)
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY KAKINADA
I - Semester
| S. No | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Theory of Elasticity | Core | 3 | 0 | - | 3 | 100 | |
| 2 | C++ and Data Structures | Core | 3 | 0 | - | 3 | 100 | |
| 3 | Elective I | Elective | 3 | 0 | - | 3 | 100 | |
| a) Matrix Analysis of Structures | ||||||||
| b) Analytical & Numerical Methods for Structural Engineering | ||||||||
| c) Structural Dynamics | ||||||||
| 4 | Program Elective II | Elective | 3 | 0 | - | 3 | 100 | |
| a) Modeling, Simulation & Computer Applications | ||||||||
| b) Repair and Rehabilitation of Structures | ||||||||
| c) Advanced Reinforced Concrete Design | ||||||||
| 5 | Advanced Concrete Technology | 2 | 0 | 0 | 2 | 100 | ||
| 6 | Advanced Concrete Technology Laboratory | Lab | - | - | 4 | 2 | 100 | |
| 7 | Computer Aided Design Laboratory - 1 | Lab | - | - | 4 | 2 | 100 | |
| 8 | Audit Course -1 | Audit | 2 | 0 | 0 | 0 | 100 | |
| Total Credits /Marks | 18 | 800 | ||||||
II - Semester
| S. No. | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Finite Element Methods in Structural Engineering | Core | 3 | 0 | - | 3 | 100 | |
| 2 | CAD & Computer Applications in Structural Engineering | Core | 3 | 0 | - | 3 | 100 | |
| 3 | Elective III | Elective | 3 | 0 | - | 3 | 100 | |
| a) Stability of Structures | ||||||||
| b) Advanced Steel Design | ||||||||
| c) Analysis of Shells and Folded Plates | ||||||||
| 4 | Elective IV | Elective | 3 | 0 | - | 3 | 100 | |
| a) Earthquake Resistant Design of Buildings | ||||||||
| b) Precast and Prefabricated Structures | ||||||||
| c) Management Information Systems | ||||||||
| 6 | Computer Aided Design Laboratory - 2 | Lab | - | - | 4 | 2 | 100 | |
| 7 | Advanced Structural Engineering Laboratory | Lab | - | - | 4 | 2 | 100 | |
| 8 | Mini Project With Seminar | 0 | 0 | 4 | 2 | 100 | ||
| 9 | Audit Course -2 | Audit | 2 | 0 | 0 | 0 | 100 | |
| Total Credits / Marks | 18 | 800 | ||||||
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III - Semester
| S.No. | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Elective 5: Program Elective /MOOCS** | Elective | 3 | 0 | - | 3 | 100 | |
| a) Design of Prestressed Concrete structures | ||||||||
| b) Structural Health Monitoring | ||||||||
| c) Industrial Structures | ||||||||
| Open Elective / MOOCS** | ||||||||
| a) Artificial Intelligence Technique | ||||||||
| b) Construction Management | ||||||||
| 2 | c) Green Technology | Elective | 3 | 0 | - | 3 | 100 | |
| 3 | Dissertation Phase-I / Industrial Project (To be continued and Evaluated next Semester)* | - | - | 20 | 10 | |||
| Total Credits / Marks | 16 | 200 | ||||||
* Evaluated and displayed in 4th Semester marks list
** Students Going for Industrial Project / Thesis will complete these courses through MOOCS. Students can also choose SWAYAM or NPTEL with a 12 weeks' course duration in PG level with 3 credits, but the chosen subject should not be covered in their M. Tech Course
IV - Semester
| Sl No. | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Project / Dissertation Phase II (Continued from III Semester) | 0 | 0 | 32 | 16 | 100 | ||
| Total Credits / Marks | 16 | 100 | ||||||
Audit course 1 & 2
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- English for Research Paper Writing
- Disaster Management
- Sanskrit for Technical Knowledge
- Value Education
- Constitution of India
- Pedagogy Studies
- Stress Management by Yoga
- Personality Development through Life Enlightenment Skills.
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I Year - I Semester
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| L | T | P | C |
| 3 | 0 | 0 | 3 |
THEORY OF ELASTICITY (Program Corel)
Program Educational Objectives
| PEO1 | Impart advanced technical knowledge and skills for specialized careers in structural Engineering and related fields that caters to the Global needs. |
| PEO2 | Provide expertise in carrying out project works in advanced structural engineering by using state -of -art computing, numerical and experimental techniques and to develop interdisciplinary research. |
| PEO3 | Train the students to possess good communication and presentation skills with ability to work in teams and contributing significantly to the technological development of the Nation |
Course Outcomes: At the end of the course, the student will be able to
| CO1 | Know the definition of stress and deformation and how to determine the components of the stress and strain tensors. |
| CO2 | Apply the conditions of compatibility and equations of equilibrium. |
| CO3 | Understand how to express the mechanical characteristics of materials, constitutive equations and generalized Hook law. |
| CO4 | Use the equilibrium equations stated by the displacements and compatibility conditions stated by stresses |
| CO5 | Understand index notation of equations, tensor and matrix notation and define state of plane stress, state of plane strain |
| CO6 | Be able to analyze real problem and to formulate the conditions of theory of elasticity Applications |
| CO7 | Determine the boundary restrictions in calculations. Solve the basic problems of the theory of elasticity by using Airy function expressed as bi- harmonic function |
Detailed Syllabus:
UNIT: 1
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Elasticity - Notation for forces and stresses – components of stresses and strains – Hooke's Law – Plane Stress – Plane strain – Differential Equations of equilibrium – Boundary conditions – Compatibility equations - Stress function – Boundary Conditions.
UNIT: 2
Two dimensional problems in rectangular co-ordinates – Solution by polynomials – Saint Venant's principle – Determination of displacements – Bending of simple beams – Application of Fourier series for two dimensional problems for gravity loading
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
UNIT: 3
Two dimensional problems in polar co-ordinates - General equations in polar co-ordinates Stress distribution for problems having symmetrical about an axis - Strain components in polar co-ordinates- Displacements for symmetrical stress distributions Stresses for plates with circular holes subjected to far field tension – stress concentration factor.
UNIT: 4
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Analysis of stress and strain in three dimension - Principal stresses Stress ellipsoid and stress director surface – Determination of principal stresses - Maximum shear stress Homogeneous Deformation General Theorems Differential equations of equilibrium Conditions of compatibility- Equations of equilibrium in terms of displacements – Principle of superposition Uniqueness of solution –Reciprocal theorem..
UNIT: 5
Torsion of Prismatic bars Bars with elliptical cross section – Other elementary solution Membrane analogy – Torsion of rectangular bars – Solution of Torsional problems by energy method.
TEXT BOOKS
- Theory of Elasticity- Stephen Timoshenko & J. N. Goodier, Mc.Grawhill Publishers
- Advanced Mechanics of Solids L.S. Srinath, McGraw Hill Publishers
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REFERENCES
- Elasticity: Theory, Applications and Numerical, Martin H. Sadd, Wiley Publishers
- Theory of Elasticity -Sadhu Singh 3rd Edition, Khanna Publishers
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
I Year - I Semester
| L | T | P | C |
| 3 | 0 | 0 | 3 |
C++ and Data Structures
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UNIT-I
Object oriented programming :- Procedure oriented programming, object oriented programming paradigm, basic concepts of oop, benefits of opp. Basics of C++, key words, data types, operators, functions in C++, classes and objects.
UNIT-II
Concepts of C++:- Constructors, parameterized constructiors, copy constructor, destructors, Inheritance single, multilevel, multiple, Hierarchical, Hybrid, parameter passing methods. Sorting: Bubble sort, selection sort, Insertion sort, Quick sort, Merge sort, Heap sort, Radix sort.Searching: Binary Search, Linear Search.
UNIT-III
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Linked Lists: - Single Linked List, Circular Linked List, Double Linked List, Circular Double Linked, insertion in to and deletion from linked list.
UNIT-IV
Stacks:- Introduction, Implementation using arrays and linked lists, applications: Arithmetic Expression, Implementation of Recursion, Towers of Hanoi,.Queues: Introduction, Implementation using arrays and linked lists, Types of queues, Applications
UNIT- V
Trees :- binary trees, representing binary trees in memory, Operations on Binary Trees, Types of trees.
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TEXT BOOKS :
- Object oriented programming with C++, "Balaguru Swamy", Tata McGraw Hill.
- Classic Data Structures, “D. Samantha”, PHI Learning Pvt. Ltd..
- Data structures, Algorithms and Applications in C++, S. Sahni, University Press (India) Pvt.Ltd, 2nd edition, Universities Press.
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
I Year - I Semester
| L | T | P | C |
| 3 | 0 | 0 | 3 |
MATRIX ANALYSIS OF STRUCTURES ( Elective-I)
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Course Outcomes: At the end of the course, the student will be able to
| CO1 | Perform the structural analysis of determinate and indeterminate structures using classical compatibility methods, such as method of consistent displacements, force and equilibrium Methods |
| CO2 | Perform structural analysis using the stiffness method. |
| CO3 | Solve multiple degree of freedom two and three dimensional problems involving trusses, beams, frames and plane stress |
| CO4 | Understand basic finite element analysis |
Mapping of Course Outcomes with Program Outcomes:
| Course Out Comes | PO1 | PO2 | PO3 | PO4 | PO5 | PO6 | PO7 |
| CO1 | - | - | 3 | 2 | 1 | 1 | 1 |
| CO2 | - | - | 3 | 2 | 1 | 1 | 1 |
| CO3 | - | - | 3 | 2 | 1 | 1 | 1 |
| CO4 | - | - | 3 | 2 | 1 | 1 | 1 |
- Slightly
- Moderately
- Substantially Detailed
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Syllabus:
UNIT: 1
Introduction of matrix methods of analysis – Static and kinematic indeterminacy – Degree of freedom- Structure idealization-stiffness and flexibility methods – Suitability: Element stiffness matrix for truss element, beam element and Torsional element- Element force - displacement equations.
UNIT: 2
Stiffness method – Element and global stiffness equation – coordinate transformation and global assembly structure stiffness matrix equation – analysis of simple pin jointed trusses continuous beams – rigid jointed plane frames
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
UNIT: 3
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Stiffness method for Grid elements development of stiffness matrix coordinate transformation. Examples of grid problems – tapered and curved beams
UNIT: 4
Additional topics in stiffness methods – discussion of band width – semi band width – static condensation sub structuring -Loads between joints-Support displacements- inertial and thermal stresses-Beams on elastic foundation by stiffness method.
UNIT: 5
Analysis of plane truss - continuous beams with and without settlement - plane frame including side sway single storey, single – bay and gable frame by flexibility method using system approach
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TEXT BOOKS
- Matrix analysis of structures, Robert E Sennet- Prentice Hall-Englewood cliffs-New Jercy
- Advanced structural analysis, P. Dayaratnam- Tata McGraw hill publishing company limited.
- Structural Analysis Matrix Approach - Pandit and Gupta, Mc Graw Hil Education
REFERENCES
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- Indeterminate Structural analysis, CK Wang, Amazon Publications
- Analysis of Tall buildings by force – displacement – Method M. Smolira Mc. Graw Hill.
- Foundation Analysis and design, J.E. Bowls, 5e, Amazon Publications.
- Matrix Analysis of Framed Structures 3e-William Weaver, Jr, James M. Gere, Van Nostrand Reinhold, Newyork
- Matrix Methods of Structural Analysis Madhu B. Kanchi, Wiley Publications.
- Indeterminate Structural Analysis by K. U. Muthu, IK International Publishing house
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
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I Year - I Semester
| L | T | P | C |
| 3 | 0 | 0 | 3 |
ANALYTICAL & NUMERICAL METHODS FOR STRUCTURAL ENGINEERING ( Elective-I )
Course Outcomes: At the end of the course, the student will be able to
| CO1 | Understand the fundamentals of the theory of elasticity |
| CO2 | Implement the principles and techniques of photo elastic measurement |
| CO3 | Obtain the principles and techniques of strain gage measurement |
| CO4 | Adopt the principles and techniques of moiré analysis |
| CO5 | Apply the principles and techniques of holographic interferometer |
| CO6 | Apply the principles and techniques of brittle coating analysis Understand the fundamentals of the theory of elasticity |
Mapping of Course Outcomes with Program Outcomes:
| Course Out Comes | PO1 | PO2 | PO3 | PO4 | PO5 | PO6 | PO7 |
| CO1 | - | - | 1 | 1 | 2 | 1 | 1 |
| CO2 | - | - | 3 | 2 | |||
| CO3 | - | - | 3 | ||||
| CO4 | - | - | 1 | 3 | |||
| CO5 | - | - | 3 | ||||
| CO6 | - | - | 3 |
- Slightly
- Moderately
- Substantially Detailed
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UNIT-I
Transform Methods- Laplace transform methods for one-dimensional wave equation Displacements in a long string - Longitudinal vibration of an elastic bar - Fourier transforms methods for one-dimensional heat conduction problems in infinite and semi-infinite rod
UNIT-II
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Elliptic Equations-Laplace equation - Properties of harmonic functions - Fourier transform methods for Laplace equation
Calculus Of Variations- Variation and its properties - Euler's equation - Functionals dependent on first and higher order derivatives - Functionals dependent on functions of several independent variables - Some applications - Direct methods - Ritz and Kantorovich methods
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
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KAKINADA – 533 003, Andhra Pradesh, India
UNIT-III
Integral Equations- Fredholm and Volterra integral equations - Relation between differential and integral equations - Green's function -Fredholm equation with separable kernel - Iterative method for solving equations of second kind
UNIT-IV
Finite Difference and their Applications: Introduction- Differentiation formulas by Interpolating parabolas Backward and forward and central differences- Derivation of Differentiation formulas using Taylor series- Boundary conditions- Beam deflection – Solution of characteristic value problems - Richardson's extrapolation - Use of unevenly spaced pivotal points- Integration formulae by interpolating parabolas- Numerical solution to spatial differential equations Application to Simply Supported Beams, Columns & rectangular Plates.
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UNIT-V
Numerical Differentiation: Difference methods based on undetermined coefficients- optimum choice of step length- Partial differentiation. Numerical Integration: Method based on interpolation-method based on undetermined coefficient Gauss Lagrange interpolation method- Radaua integration method- composite integration method – Double integration using Trapezoidal and Simpson's method New Marks Method and Application to Beams Calculations of Slopes & Deflections.
TEXT BOOKS
- Introduction to Partial Differential Equations, Sankara Rao. K,, PHI, New Delhi, 1995
- Numerical Methods For Scientific and Engineering Computations. M. K. Jain- S. R. K. Iyengar – R. K. Jain, New Age International (P) Ltd., Publishers
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REFERENCE
- Differential Equations and Calculus of Variations Elsgolts. L, Mir Publishers, Moscow, 1966
- Fundamentals of Mathematical Statistics Gupta. S.C, & Kapoor. V.K, Sultan Chand & Sons, Reprint 1999.
- Higher Engineering Maths for Engg. And Sciences Venkataraman. M. K, National Publishing Company, Chennai
- Numerical Methods for Engineering Problems N. Krishna Raju, K.U. Muthu Macmillan Publishers
- Elements of Partial Differential Equations, Sneddon. I.N, Mc Graw Hill, 1986
- Computer based numerical analysis by Dr. M. Shanta Kumar, Khanna Book publishers New Delhi
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JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
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KAKINADA – 533 003, Andhra Pradesh, India
I Year - I Semester
| L | T | P | C |
| 3 | 0 | 0 | 3 |
STRUCTURAL DYNAMICS (Program Core 2)
Course Outcomes: At the end of the course, the student will be able to
| CO1 | Understand the response of structural systems to dynamic loads |
| CO2 | Realize the behavior and response of linear and nonlinear SDOF and MDOF structures with various dynamic loading |
| CO3 | Understand the behavior and response of MDOF structures with various dynamic loading. |
| CO4 | Possess the ability to find out suitable solution for continuous system |
| CO5 | Understand the behavior of structures subjected to dynamic loads under free vibration |
| CO6 | Understand the behavior of structures subjected to dynamic loads Harmonic excitation and earthquake load |
Mapping of Course Outcomes with Program Outcomes:
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| Course Out Comes | PO1 | PO2 | PO3 | PO4 | PO5 | PO6 | PO7 |
| CO1 | - | - | 3 | 1 | - | 1 | 1 |
| CO2 | - | - | 3 | 1 | - | 1 | 1 |
| CO3 | - | - | 3 | 1 | - | 1 | 1 |
| CO4 | - | - | 3 | 1 | - | 1 | 1 |
- Slightly
- Moderately
- Substantially
Detailed Syllabus:
UNIT I:
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Theory of vibrations: Introduction - Elements of vibratory system - Degrees of Freedom Continuous System - Lumped mass idealization - Oscillatory motion - Simple Harmonic motion Victorian representation of S.H.M. - Free vibrations of single degree of freedom system undamped and damped vibrations - critical damping - Logarithmic decrement - Forced vibration of SDOF systems - Harmonic excitation - Vibration Isolation -Dynamic magnification factor Phase angle.
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA
KAKINADA – 533 003, Andhra Pradesh, India
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