DEPARTMENT OF CIVIL ENGINEERING
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M.TECH COURSE STRUCTURE & SYLLABUS
(Common to Structural Engineering and Structural Design)
(Applicable for batches admitted from 2019-2020)
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I - Semester
| S.No | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Theory of Elasticity | Core | 3 | 0 | -- | 3 | 100 | |
| 2 | Structural Dynamics | Core | 3 | 0 | -- | 3 | 100 | |
| 3 | Elective I a) Matrix Analysis of Structures b) Analytical & Numerical Methods for Structural Engineering --- Content provided by FirstRanker.com --- c) Design of RCC Foundations | Elective | 3 | 0 | -- | 3 | 100 | |
| 4 | Program Elective II a) Bridge Engineering b) Repair and Rehabilitation of Structures c) Advanced Reinforced Concrete Design | Elective | 3 | 0 | -- | 3 | 100 | |
| 5 | Advanced Concrete Technology | 2 | 0 | 0 | 2 | 100 | ||
| 6 | Advanced Concrete Technology Laboratory | Lab | -- | -- | 4 | 2 | 100 | |
| 7 | Advanced Structural Engineering Laboratory | Lab | -- | -- | 4 | 2 | 100 | |
| 8 | Audit Course -1 | Audit | 2 | 0 | 0 | 0 | 100 | |
| Total Credits /Marks | 18 | 800 | ||||||
II - Semester
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| S.No. | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Finite Element Methods in Structural Engineering | Core | 3 | 0 | -- | 3 | 100 | |
| 2 | Theory of Plates and Shells | Core | 3 | 0 | -- | 3 | 100 | |
| 3 | Elective III a) Stability of Structures b) Advanced Steel Design c) Analysis of Offshore Structures | Elective | 3 | 0 | -- | 3 | 100 | |
| 4 | Elective IV a) Earthquake Resistant Design of Buildings --- Content provided by FirstRanker.com --- b) Precast and Prefabricated Structuresc) Earth Retaining Structures | Elective | 3 | 0 | -- | 3 | 100 | |
| 5 | Computer Aided Design Laboratory | -- | -- | 4 | 2 | 100 | ||
| 6 | Structural Design laboratory | Lab | -- | -- | 4 | 2 | 100 | |
| 7 | Mini Project With Seminar | 0 | 0 | 4 | 2 | 100 | ||
| 8 | Audit Course -2 | Audit | 2 | 0 | 0 | 0 | 100 | |
| Total Credits / Marks | 18 | 800 | ||||||
III - Semester
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| S.No. | Course Name | Category | L | T | P | C | Marks | |
|---|---|---|---|---|---|---|---|---|
| 1 | Elective 5: Program Elective /MOOCS** a) Design of Pre-stressed Concrete structures b) Structural Health Monitoring c) Industrial Structures | Elective | 3 | 0 | -- | 3 | 100 | |
| 2 | Open Elective / MOOCS** a) Operations Research --- Content provided by FirstRanker.com --- b) Construction Managementc) 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
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| 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
- 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
| L | T | P | C |
|---|---|---|---|
| 3 | 0 | 0 | 3 |
THEORY OF ELASTICITY (Program Corel)
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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
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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
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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
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.
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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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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
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
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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
REFERENCES
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- Elasticity: Theory, Applications and Numeric- Martin H. Sadd, Wiley Publishers
- Theory of Elasticity -Sadhu Singh 3rd Edition, Khanna Publishers
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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
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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 |
| C05 | 1 | -- | 3 | 1 | -- | 1 | 1 |
1. Slightly 2. Moderately 3. Substantially
Detailed Syllabus:
UNIT I:
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.
UNIT II
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Introduction to Structural Dynamics : Fundamental objectives of dynamic analysis -Types of prescribed loading - Methods of discretization - Formulation of equations of motion by different methods – Direct equilibration using Newton's law of motion / D'Alembert's Principle, Principle of virtual work and Hamilton principle.
Single Degree of Freedom Systems : Formulation and solution of the equation of motion - Free
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vibration response - Response to Harmonic, Periodic, Impulsive and general dynamic loadings - Duhamel integral.
UNIT III
Multi Degree of Freedom Systems : Selection of the degrees of Freedom - Evaluation of structural property matrices - Formulation of the MDOF equations of motion -Undamped free vibrations - Solutions of Eigen value problem for natural frequencies and mode shapes - Analysis of Dynamic response Normal co-ordinates - Uncoupled equations of motion - Orthogonal properties of normal modes - Mode superposition procedure.
UNIT IV
Practical Vibration Analysis: Introduction - Stodola method - Fundamental mode analysis Analysis of second and higher modes - Holzer method - Basic procedure.
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Continuous Systems: Introduction - Flexural vibrations of beams - Elementary case Derivation of governing differential equation of motion - Analysis of undamped free vibrations of beams in flexure - Natural frequencies and mode-shapes of simple beams with different end conditions Principles of application to continuous beams.
UNIT V
Introduction to Earthquake Analysis: Deterministic Earthquake Response: Systems on Rigid Foundations -Types of Earthquake Excitations – Lumped SDOF Elastic Systems, Translational Excitations -Generalized coordinate -SDOF Elastic Systems, Translational Excitations, Linear Static Method - Analysis for obtaining response of multi storied RC Building.
TEXT BOOKS
- Structural Dynamics Anil K Chopra, 4edition, Prentice Hall Publishers
- Structural Dynamics Theory & Computation – Mario Paz, CBS Publishes and Distributors
- Elementary Structural Dynamics- V.K. Manika Selvam, Dhanpat Rai Publishers
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REFERENCE:
- Dynamics of Structures by Clough & Penzien 3e, Computers & Structures Inc.
- Theory of Vibration -William T Thomson, Springer Science.
- Mechanical Vibrations- S. S. Rao, 5e, Pearson Publications.
- Structural Dynamics of Earthquake Engineering - Theory and Application using Mathematica and Matlab- S. Rajasekharan
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I Year - I Semester
| L | T | P | C |
|---|---|---|---|
| 3 | 0 | 0 | 3 |
MATRIX ANALYSIS OF STRUCTURES ( Elective-I)
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.
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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 |
1. Slightly 2. Moderately 3. Substantially Detailed
Syllabus:
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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
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
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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
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
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REFERENCES
- Indeterminate Structural analysis, C K 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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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
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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
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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 | 2 | |||||
| CO2 | 2 | ||||||
| CO3 | |||||||
| CO4 | |||||||
| CO5 | |||||||
| CO6 |
1. Slightly 2. Moderately 3. Substantially Detailed
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
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UNIT-II
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
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
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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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I Year - I Semester
| L | T | P | C |
|---|---|---|---|
| 3 | 0 | 0 | 3 |
DESIGN OF REINFORCED CONCRETE FOUNDATIONS (Elective-I)
Course Outcomes: At the end of the course, the student will be able to
CO1 Attain the perception of site investigation to select suitable type of foundation based on soil category
CO2 Capable of ensuring design concepts of shallow foundation
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CO3 Can be efficient in selecting suitable type of pile for different soil stratum and in evaluation of group capacity by formulation
CO4 Design different types of well foundation
Mapping of Course Outcomes with Program Outcomes:
| Course Out Comes | PO1 | PO2 | PO3 | PO4 | PO5 | PO6 | PO7 |
|---|---|---|---|---|---|---|---|
| CO1 | -- | -- | -- | 1 | -- | 1 | 1 |
| CO2 | -- | -- | -- | 3 | -- | 1 | 1 |
| CO3 | -- | -- | -- | 2 | -- | 1 | 1 |
| CO4 | -- | -- | -- | 2 | -- | 1 | 1 |
1. Slightly 2. Moderately 3. Substantially
UNIT – I
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Foundation Structures & Design of Centrally Loaded Isolated Footings and Column Pedestals Introduction, Rigid and Flexible Foundations, Loads and their Effects, Design Requirements, Geotechnical Design, Empirical and Exact Methods of Analysis of foundations, Design Loads for Foundations, Recommended Approach to Structural Design of Foundations. Introduction, General Procedure for Design, Design of Square Footing of Uniform Depth (Pad Footing), Design of sloped Rectangular Footings, Design Procedure, Detailing of Steel, Design of Rectangular Pad Footings, Design of Plain Concrete Footings, Design of Pedestals, Design Calculation for Pedestals.
UNIT - II
Wall Footings Introduction Simple Plain Concrete Wall Footings, Reinforced Concrete Continuous Strip Wall Footings, Design of continuous Strip Wall Footings, Design for Longitudinal Steel, R.C. T Beam Footings in Shrinkable Soils, Foundations of Partition Wall in Ground Floors, Summary.
Strip Footings Under Several Columns – Introduction, Design Procedure for Equally loaded and Equally Spaced Columns, Analysis of Continuous Strip Footing for Unsymmetric Loading, Analysis of Strip Footing with Unsymmetrical Loads, Detailing of Members.
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UNIT - III
Raft Foundations Introduction, Rigid and Flexible Foundations, common Types of Rafts, Deflection Requirements of Beams and Slabs in Rafts, General considerations in Design of Rigid Rafts, Types of Loadings and Choice of Rafts, Record of Contact Pressures Measured Under Rafts, Modern Theoretical Analysis.
Design of Flat Slab Rafts-Mat Foundations Introduction, Components of Flat Slabs, Preliminary Planning of Flat Slab Rafts, Analysis of Flat Slab by Direct Design Method, Method of Analysis, Values for Longitudinal Distribution and Transverse, Redistribution, Shear in Flat Slabs, Bending of Columns in flat Slabs, Limitations of Direct Design Method for Mats, Detailing of Steel,
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This download link is referred from the post: JNTU Kakinada (JNTUK) M.Tech R20-R19-R18 Syllabus And Course Structure
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