sanjeev agrawal global educational (sage) university
TRANSCRIPT
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SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY, BHOPAL
Scheme & Syllabus
for
Master of Technology (Structure Engineering)
School of Engineering and Technology
2
Program Educational Objectives (PEOs)
PEO-1: To expose the graduate students to advanced Structural Analysis, Structural Dynamics,
allied theory in elasticity and plasticity, FEM etc provide the professional consultancy and
research support for the relevant organization in the specialized area.
PEO-2: To impart training to graduate students in behavior and design of Advanced RC
structures, behavior and design of Advanced Steel structure, latest procedures in earthquake
resistant design practices and earthquake resistant design philosophies.
PEO-3: To expose the graduate students to latest design codes, current national and international
scenario on Structural Engineering and to motivate them in interdisciplinary involvement in
problems related to Structural Engineering.
PEO-4: To orient the graduate students to high value research related to Structural Engineering
so that they get impetus to pursue research and lifelong learning.
PEO-5: To provide students with academic environment that makes them aware of excellence
and to enable them to understand the significance of life-long learning in global perspective.
Program Outcomes (POs):
PO-1: Engineering knowledge: Apply the knowledge of mathematics, science, engineering
fundamentals, and an engineering specialization to the solution of complex engineering problems.
PO-2: Problem analysis: Identify, formulate, review research literature, and analyze complex
engineering problems reaching substantiated conclusions using first principles of mathematics,
natural sciences, and engineering sciences.
PO-3: Design/development of solutions: Design solutions for complex engineering problems
and design system components or processes that meet the specified needs with appropriate
consideration for the public health and safety, and the cultural, societal, and environmental
considerations.
PO-4: Conduct investigations of complex problems: Use research-based knowledge and
research methods including design of experiments, analysis and interpretation of data, and
synthesis of the information to provide valid conclusions.
PO-5: Modern tool usage: Create, select, and apply appropriate techniques, resources, and
modern engineering and IT tools including prediction and modeling to complex engineering
activities with an understanding of the limitations.
3
PO-6: The engineer and society: Apply reasoning informed by the contextual knowledge to
assess societal, health, safety, legal and cultural issues and the consequent responsibilities relevant
to the professional engineering practice.
PO-7: Environment and sustainability: Understand the impact of the professional engineering
solutions in societal and environmental contexts, and demonstrate the knowledge of, and need for
sustainable development.
PO-8: Ethics: Apply ethical principles and commit to professional ethics and responsibilities and
norms of the engineering practice.
PO-9: Individual and team work: Function effectively as an individual, and as a member or
leader in diverse teams, and in multidisciplinary settings.
PO-10: Communication: Communicate effectively on complex engineering activities with the
engineering community and with society at large, such as, being able to comprehend and write
effective reports and design documentation, make effective presentations, and give and receive
clear instructions.
PO-11: Project management and finance: Demonstrate knowledge and understanding of the
engineering and management principles and apply these to one’s own work, as a member and
leader in a team, to manage projects and in multidisciplinary environments.
PO-12: Life-long learning: Recognize the need for, and have the preparation and ability to
engage in independent and life-long learning in the broadest context of technological change.
4
Curriculum Components
Components Credits
Program Core (09 Courses) 30
Program Electives (Discipline Specific Electives) (04Courses) 16
Project Based Learning (PBL)/MOOCs (04 courses) 12
Project (02 Courses) 28
Total 86
5
First Semester
Course Code Course Title
Contact
Hours per
Week
Cre
dit
s
ES
E
Du
rati
on
(Hou
rs)
Theory/Weightage Practical
Marks/Weightage GT
L T P MSE ASG TA ATTD ESE Tot CE ESE Tot
MA20M101 Advanced
Mathematics 3 1 - 4 3 30 5 5 10 50 100 - - - 100
SE20M101 Advanced Design
of RC Structures 3 1 - 4 3 30 5 5 10 50 100 - - - 100
SE20M102 Structural
Dynamics 3 1 - 4 3 30 5 5 10 50 100 - - - 100
Table-1 DSE – I 3 1 - 4 3 30 5 5 10 50 100 - - - 100
Table-1 DSE – II 3 1 - 4 3 30 5 5 10 50 100 - - - 100
SE20M103 Advance Concrete - - 4 2 2 - - - - - - 20 30 50 50
SE20M104 Computer Aided
Design - - 4 2 2 - - - - - - 20 30 50 50
PB20M101 Project Based
Learning-I - - 4 2 2 - - - - - - 50^ 50 100 100
Total 26
700
L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-
End Semester Exam, Tot-Total, GT-Grand Total, ^ - Two assessment by panel of Experts
6
Second Semester
Course
Code Course Title
Contact
Hours
per
Week
Cre
dit
s
ES
E D
ura
tion
(Hou
rs)
Theory/ Weightage Practical Marks/
Weightage GT
L T P MS
E
AS
G TA
ATT
D ESE Tot CE ESE Tot
SE20M201 Finite Element
Method of Analysis 4 - - 4 3 30 5 5 10 50 100 - - - 100
SE20M202 Theory of Plates and
Shells 3 1 - 4 3 30 5 5 10 50 100 - - - 100
SE20M203 Design of Tall
Structures 3 1 - 4 3 30 5 5 10 50 100 - - - 100
Table-1 DSE – III 3 1 - 4 3 30 5 5 10 50 100 - - - 100
Table-1 DSE – IV 3 1 - 4 3 30 5 5 10 50 100 - - - 100
SE20M204 Structural Software - - 4 2 2 - - - - - - 20 30 50 50
PB20M201 Project Based
Learning-II - - 4 2 2 - - - - - - 50^ 50 100 100
Total 24
750 L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-
End Semester Exam, Tot-Total, GT-Grand Total, ^ - Two assessment by panel of Experts
7
Third Semester
Course
Code Course Title
Contact Hours
per Week
Cre
dit
s
ES
E D
ura
tio
n
(Hou
rs)
Weightage Practical
Marks/Weightage
GT
L T P MSE ASG TA ATTD ESE Tot CE ESE Tot
MOOC-1 - - 8 4 - - - - - - - 50 50 100 100
MOOC-2 - - 8 4 - - - - - - - 50 50 100 100
SE20M303 Dissertation
Phase-I - - 24 12 2 - - - - - - 150 150 300 300
Total 20
500
L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-
End Semester Exam, Tot-Total, GT-Grand Total
8
Fourth Semester
Course Code Course Title
Contact
Hours per
Week
Cre
dit
s
ES
E D
ura
tion
(Hou
rs)
Theory Mark/Weightage Practical
Marks/Weightage
GT
L T P MS
E ASG TA ATTD ESE Tot CE ESE Tot
SE20M401 Dissertation
Phase-II - - 32 16 - - - - - - - 200 200 400 400
Total 16
400
L-Lecture, T-Tutorial, P-Practical, MSE- Mid Semester Exam, ASG- Assignment, TA- Teacher’s Assessment, ATTD-Attendance, CE-Continuous Evaluation ,ESE-
End Semester Exam, Tot-Total, GT-Grand Total
9
Distribution of credits across all components
SEM
No.
Prog.
Core
Discipline
Specific
Electives
(DSE)
Project
Based
Learning
(PBL)/
MOOCs
Project Total
Credit
I. 16 8 2 26
II. 14 8 2 24
III.
8 12 20
IV.
16 16
Total 30 16 12 28 86
10
Table-1
List of Discipline Specific Electives (DSE)
SN Course Code DSE-I
1. SE20M105 Special Concrete
SE20M106 Computational Structural Mechanics
SE20M107 Retrofitting of Structure
SN Course Code DSE-II
2. SE20M108 Advanced Design of Pre-Stressed Concrete Structures
SE20M109 Design of Precast and Composite Structures
SE20M110 Design of Masonry Structures
SN Course Code DSE-III
1. SE20M205 Theory of Plasticity and Fracture Mechanics
SE20M206 Earthquake Resistant Structures
SE20M207 Stability Analysis of Structures
SN Course Code DSE-IV
2.
SE20M208 Design of Concrete Bridges
SE20M209 Design of Industrial Structures
SE20M210 Advanced Design of Steel Structures
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SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY, BHOPAL
Syllabus
for
MTech
(Structural Engineering)
I Semester
School of Engineering & Technology
12
COURSE
CODE
ADVANCED MATHEMATICS Total Lecture : 60
Theory : 45
Tutorial : 15
MA20M101 (LTP=3 – 1 – 0 = 4) 3-0-1-4
Course Objectives:
To introduce students to the theoretical distributions; sampling distributions and their
applications
To introduce the students to the solution of partial differential equation
Demonstrate an understanding to the theory and applications of linear algebra
To extend the concept of the computer algorithms related to dimensionality reduction
and feature extraction.
To introduce the concepts of Stochastic process and Markov process transition.
UNIT CONTENTS HOURS
I. Probability; compound probability and discrete random variable. Binomial;
Normal and Poisson’s distributions; Sampling distribution; elementary
concept of estimation and theory of hypothesis; recurred relations.
8
II. Solution of Partial Differential Equation (PDE) by separation of variable
method; numerical solution of PDE (Laplace; Poisson’s; Parabola) using
finite difference methods; Elementary properties of FT; DFT; WFT; Wavelet
transform; Haas transform.
10
III. Finite differences: forward; backward and central difference operators;
polynomial interpolation: equally spaced and unequally spaced data;
Numerical Differentiation; Numerical integration- Trapezoidal and
Simpson1/3rd and 3/8th rules; Initial value problems - Taylor series method;
Euler and modified Euler methods; Runge- Kutta methods.
10
IV. Solution of Linear systems– Gaussian elimination method; LU factorization
method; Cholesky’s factorization method. Linear least-squares problems -
Normal equations; QR method (or Gram Schmidt Ortho- normalization);
Singular value decomposition (SVD) for linear least-squares problems;
numerical rank determination via SVD; Principal Component Analysis.
10
V. Stochastic process; Markov process transition probability transition
probability matrix; just and higher order Markov process; Application of
Eigen value problems in Markov Process; Markov chain. Queuing system;
transient and steady state; traffic intensity; distribution queuing system;
concepts of queuing models (M/M/1: Infinity/ Infinity/ FC FS); (M/M/1: N/
Infinity/ FC FS); (M/M/S: Infinity/ Infinity/ FC FS)
07
13
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO 1 Be able to understand2 probability; sampling distribution and discrete random
variable.
CO 2 Understand2 the terms and their applications of Solution of Partial Differential
Equations
CO 3 Understand2 the numerical methods and their use in obtaining approximate
solutions to otherwise intractable linear/non-linear system of equations and
differential equations.
CO 4 Analyse4 the fundamental use of matrices in the computer algorithms related to
dimensionality reduction and feature extraction.
CO 5 Implement3 Stochastic process; Markov process transition probability transition
probability matrix and Markov process.
Text
Books
S C Gupta & V K Kapoor (2014). Fundamentals of Mathematical
Statistics ; Sultan Chand & Sons; Delhi.
Gilbert Jimmie (2010). Linear Algebra And Matrix Theory ; Elsevier
India.
Dr B S Grewal. (2014). Numerical Methods in Engineering & Science:
With Programs in C; C++ & MATLAB 10th
Edition; Khanna Publishers.
Reference
Books
Rohatgi; V.K.; and Saleh; A.K.Md. Ehsanes. (2009). An introduction to
probability and statistics Second Edition; Wiley India.
L. N. Trefethen and David Bau (1997). Numerical Linear Algebra ; SIAM;
Philadelphia
14
CODE
ADVANCED DESIGN OF RC STRUCTURES
Total Lecture: 60
Theory : 45
Tutorial : 15
SE20M101 (LTP= 3 – 1 – 0 = 4)
Course Objectives
• The objective of this course is to make students to learn principles of Structural
Design.
• To design different types of structures and to detail the structures.
• To evaluate performance of the structures.
UNIT CONTENTS HOURS
I Yield line method of design of slabs. Design of flat
slabs. 9
II Design of grid floors; Design of Chimneys 9
III Design of continuous beams with redistribution of
Moments 9
IV Design of silos and bunkers 9
V Art of detailing earthquake resistant structures;
expansion and contraction joints 9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of Problem solving skills
CO2 Understand2 the principles of Structural Design
CO3 Design6 and develop analytical skills
CO4 Summarize2 the principles of Structural Design and detailing
CO5 Understand2the structural performance
Text Books
A Park and Paulay; Reinforced and Prestressed Concrete ; John Wiley
&
sons.
Kong K F and Evans T H; Reinforced and Prestressed Concrete ; CRC
Press.
Varghese P. C.; "Advanced Reinforced Concrete Design ; Prentice-Hall
of India; New Delhi; 2005
Reference
Books
B.C.Punmia; Ashok Kumar Jain and Arun Kumar Jain; Comprehensive
RCC Design ; Laxmi Publications.
Bungey and Mosley; Reinforced Concrete ; Palgrave Macmillan.
15
CODE
STRUCTURAL DYNAMICS
Total Lecture : 60 Theory : 45
Tutorial : 15
SE20M102 (LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn principles of Structural Dynamics;
To implement these principles through different methods and to apply the same for free and
forced vibration of structures. To evaluate the dynamic characteristics of the structures
UNIT CONTENTS HOURS
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
9
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.
9
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.
9
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
9
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.
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
CO2 Understand2 the principles of Structural Dynamics
CO3 Design6 and develop analytical skills.
16
CO4 Summarize2 the Solution techniques for dynamics of Multi-degree freedom
Systems
CO5 Understand2 the concepts of damping in structures
Text Books
Anil K. Chopra ; Dynamics of Structures - Theory and Application to
Earthquake Engineering - 2nd edition; Pearson Education.
Vinod Hosur; Earthquake Resistant Design of Building Structures ;
WILEY (india)
M. Mukhopadhaya; Vibrations; structural dynamics Oxford IBH
Reference
Books
Mario Paz; Structural Dynamics CBS publishers.
Clough & Penzien; Structural Dynamics TMH
Timoshenko; Vibration Problems in Engineering ; Van-Nostrand Co.
17
CODE
DSE-I
SPECIAL CONCRETE
Total Lecture : 60 Theory : 45 Tutorial : 15
SE20M105
(LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn principles of Concrete mix design;
To differentiate between different types of concrete. To characterize the high Performance
concrete-stressed sections
UNIT CONTENTS HOURS
I
Components of modern concrete and developments in the process
and constituent materials: Role of constituents; Development in
cements and cement replacement materials; pozzolona; fly ash;
silica fume;rice husk ash; recycled aggregates;
chemicaladmixtures. Mix proportioning of Concrete: Principles
and methods.
9
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
9
III
Ferro cement: Ferrocement materials; mechanical properties;
cracking of ferrocement; strength and behaviour in tension;
compression and flexure; Design of ferrocement in tension;
ferrocement constructions; durability; and applications
9
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..
9
V
High Performance concrete: constituents; mix proportioning;
properties in fresh and hardened states; applications and
limitations. Ready Mixed Concrete-QCI-RMCPC scheme
requirements; Self Compacting Concrete; Reactive powder
concrete; and bacterial concrete.
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
CO2 Understand2 the principles of Concrete mix design
CO3 Design6 and develop analytical skills.
CO4 Summarize2 the Light Weight concrete; Fibre reinforced concrete and High
Performance concrete
18
CO5 Understand2 the concepts of high Performance concrete
Text
Books
Neville A.M;(2000), Properties of Concrete Pearson Education Asia.
P. Kumar Mehta; Paul J.N. Monterio; Concrete Microstructure;
Properties and Materials; Tata McGraw Hill
A.R.Santhakumar;(2007) Concrete Technology-Oxford University Press;
New Delhi.
Gambhir Concrete Technology TMH.
Short A and Kinniburgh.W;(1963). Light Weight Concrete- Asia Publishing
House.
Reference
Books
Aitcin P.C.(1998) High Performance Concrete-E and FN; Spon London.
Rixom.R. and Mailvaganam.N.;(1999) Chemical admixtures in
concrete - E and FN; Spon London.
Rudnai.G.;(1963) Light Weight concrete- Akademiaikiado; Budapest.
19
DSE-I
CODE COMPUTATIONAL STRUCTURAL
MECHANICS
Total Lecture : 60 Theory : 45
Tutorial : 15
SE20M106 (LTP=3 – 1 – 0 = 4)
Course Objectives
• The objective of this course is to make students to learn principles of Structural
Analysis.
• To implement these principles through different methods and to analyze various types
of structures.
• To evaluate the force and displacement parameters of the structures
UNIT CONTENTS HOURS
I
Fundamental concepts: Static and Kinematic
indeterminacy; Concepts of stiffness and flexibility.
Energy concepts. Principle of minimum potential energy
and minimum complementary energy. Development of
element flexibility and element stiffness matrices for truss;
beam and grid elements.
9
II
Analysis using Flexibility method: Forcetrans formation
matrix using Flexibility method; Development of global
flexibility matrix for continuous beams; plane trusses and
rigid plane frames (having not more than six co-ordinates –
6x6flexibility matrix) Analysis of continuous beams; plane
trusses and rigid plane frames by flexibility method
(having not more than 3 coordinates – 3x3 flexibility
matrix)
9
III
Analysis using Stiffness Method: Displacement
transformation matrix using Stiffness Method;
Development of global stiffness matrix for continuous
beams; plane trusses and rigid plane frames (having not
more than six co-ordinates – 6x6 stiffness matrix) Analysis
of continuous beams; plane trusses and rigid plane frames
by stiffness method (having not more than 3 coordinates –
3x3 stiffness matrix)
9
IV
Effects of temperature change and lack of fit: Related
numerical problems by flexibility and stiffness method as
in Unit 2 and 3 9
V
Solution techniques: Solution techniques including
numerical problems for simultaneous equations; Gauss
elimination and Cholesky method. Bandwidth
consideration
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
20
CO2 Understand2 the principles of Structural Analysis
CO3 Design6 and develop analytical skills
CO4 Summarize2 the Solution techniques
CO5 Understand2 the concepts of structural behaviour
Text Books
Rajasekaran;(2001). Computational Structural Mechanics ; PHI; New
Delhi.
Beaufaitetal F.W.;(1970) Computer methods of Structural Analysis ;
Prentice Hall.
W.Weaver and J.H.Gere;(1980). Matrix Analysis of Framed Structures ;
Van Nastran.
H.Karde Stuncer;(1974) Elementary Matrix Analysis of Structures ;
McGraw Hill.
Reference
Books
Jain A.K.; Advanced Structural Analysis with Computer Application
Nemchand and Brothers; Roorkee; India.
Rubinstein M.F.; Matrix Computer Methods of Structural Analysis
Prentice– Hall.
21
CODE
RETROFITTING OF STRUCTURE
Total Lecture :
60
Theory : 45
Tutorial : 15
SE20M107 (LTP=3 – 1 – 0 = 4
Course Objectives-
This course will enable students to-
To learn various distress and damages to concrete and masonry structures
To understand the importance of maintenance of structures
To study the various types and properties of repair materials
To assess the damage to structures using various tests
To learn the importance and methods of substrate preparation
To learn various repair techniques of damaged structures; corroded structures
UNIT CONTENTS HOURS
I
General: Introduction and Definition for Repair;
Retrofitting; Strengthening and rehabilitation. Physical and
Chemical Causes of deterioration of concrete structures;
Evaluation of structural damages to the concrete structural
elements due to earthquake.
9
II
Damage Assessment: Purpose of assessment; Rapid
assessment; Investigation of damage; Evaluation of surface
and structural cracks; Damage assessment procedure;
destructive; non-destructive and semi destructive testing
systems
9
III
Influence on Serviceability and Durability: 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; and cathodic protection.
9
IV
Maintenance and Retrofitting Techniques: Definitions:
Maintenance; Facts of Maintenance and importance of
Maintenance Need for retrofitting; retrofitting of structural
members i.e.; column and beams by Jacketing technique;
Externally bonding(ERB) technique; near surface mounted
(NSM) technique; External post- tensioning; Section
enlargement and guidelines for seismic rehabilitation of
existing building
9
V
Materials for Repair and Retrofitting: Artificial fibre
reinforced polymer like CFRP; GFRP; AFRP and natural
fiber like Sisal and Jute. Adhesive like; Epoxy Resin;
Special concretes and mortars; concrete chemicals; special
elements for accelerated strength gain; Techniques for
Repair: Rust eliminators and polymers coating for rebar
during repair foamed concrete; mortar and dry pack;
9
22
vacuum concrete; Gunite and Shot Crete Epoxy injection;
Mortar repair for cracks; shoring and underpinning.
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Understand2 the cause of deterioration of concrete structures
CO2 Able to Assess5 the damage for different type of structures
CO3 Summarize2 the principles of repair and rehabilitation of structures
CO4 Recognize1 ideal material for different repair and retrofitting technique
CO5 Understand2 about the properties of Materials for Repair and Retrofitting
Text Books
Sidney; M. Johnson; Deterioration; Maintenance and Repair of
Structures Denison Campbell; Allen & Harold Roper;
Longman Concrete Structures – Materials; Maintenance and Repair
Scientific and Technical.
Reference
Books
Allen R.T. and Edwards S.C.; Repair of Concrete Structures
Blakie and Sons Raiker R.N; Learning for failure from Deficiencies in
Design; Construction and Service - R&D Center (SDCPL).
23
DSE-II
CODE
ADVANCED DESIGN OF PRE-STRESSED
CONCRETE STRUCTURE
Total Lecture
: 60
Theory : 45
Tutorial : 15
SE20M108
(LTP=3 – 1 – 0 = 4
Course Objectives
This course will enable students to
Design pre-stressed elements.
Understand the behavior of pre-stressed elements.
Understand the behavior of pre-stressed sections.
UNIT CONTENTS HOURS
I
Losses of Prestress : Loss of prestress in pre-tensioned
and posttensioned members due to various causes like
elastic shortening of concrete; shrinkage of concrete;
creep of concrete; relaxation of steel; slip in anchorage;
bending of member and frictional loss –Analysis of
sections for flexure.
9
II
Design of Section for Flexure: Allowable stresses; Elastic
design of simple beams having rectangular and I-section
for flexure; kern lines; cable profile and cable layout.
Design of Sections for Shear: Shear and Principal stresses;
Improving shear resistance by different prestressing
techniqueshorizontal; sloping and vertical prestressing;
Analysis of rectangular and I–beam; Design of shear
reinforcement; Indian code provisions
9
III
Deflections of Prestressed Concrete Beams: Short term
deflections of uncracked members; Prediction of long-
term deflections; load–deflection curve for a PSC beam;
IS code requirements for maximum deflections.
9
IV
Transfer of Prestress in Pretensioned Members :
Transmission of prestressing force by bond; Transmission
length; Flexural bond stresses; IS code provisions;
Anchorage zone stresses in post tensioned members;
stress distribution in End block; Anchorage zone
reinforcements.
9
V
Statically Indeterminate Structures: Advantages and
disadvantages of continuous PSC beams; Primary and
secondary moments; P and C lines; Linear transformation;
concordant and non-concordant cable profiles; Analysis of
continuous beams.
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
24
CO1 Analysis4 of PSC elements
CO2 Design6 of PSC elements
CO3 Identify3 the detailing of PSC elements
CO4 Understand2 about the transfer of Prestress in Pretensioned Members
CO5 Understand2 about the Statically Indeterminate Structures
Text Books
Krishna Raju;(2011). Prestressed concrete ; Tata Mc Graw Hill Book
Co; New Delhi.
T.Y. Lin and Burn;(2010). Design of prestress concrete structures ;
John Wiley; New York.
Reference
Books
S. Ramamrutham;(2013). Prestressed concrete ; Dhanpat Rai & Sons;
Delhi.
25
CODE
DESIGN OF PRECAST & COMPOSITE
STRUCTURES
Total Lecture :
60
Theory : 45
Tutorial : 15
SE20M109
(LTP=3 – 1 – 0 = 4
Course Objectives
This course will enable students to
Understand the concepts and techniques of precast construction and Select or design
precast elements suitable for project specific requirements.
Design precast systems to ensure integrity and safety of the structure and to avoid
progressive collapse and Design composite floors and beam elements.
Understand the design of Precast Connections and Structural Integrity.
Understand the idea of Composite Beams.
UNIT CONTENTS HOURS
I
Concepts ; components; Structural Systems and Design of
precast concrete floors Need and types of precast
construction; Modular coordination; Precast elements- Floor;
Beams; Columns and walls. Structural Systems and
connections.
Design of precast Concrete Floors: Theoretical and Design
Examples of Hollow core slabs;. Precast Concrete Planks;
floor withcomposite toppings with and without props.
9
II
Design of precast reinforced and prestressed Concrete beams
Theoretical and Design Examples of ITB – Full section
precast; Semi Precast; propped and unpropped conditions.
Design of RC Nibs
9
III
Design of precast concrete columns and walls Design of
braced and unbraced columns with corbels subjected to
pattern and full loading. Design of Corbels Design of RC
walls subjected to Vertical; Horizontal loads and moments;
Design of vertical ties and horizontal joints.
9
IV
Design of Precast Connections and Structural Integrity
Beam bearing; Beam half Joint;Steel Inserts; Socket
Connection; Structural integrity; Avoidance of progressive
collapse; Design of Structural Ties.
9
V
Design of Steel Concrete Composite Floors and Beams
Composite Floors: Profiled Sheeting with concrete topping;
Design method; Bending and Shear Resistance of Composite
Slabs; Serviceability Criteria; Design Example
Composite Beams: Elastic Behaviour; Ultimate Load behavior
of Composite beams; Stresses and deflection in service and
vibration; Design Example of Simply Supported beams
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Understand2 about the structural system of precast member.
26
CO2 Design6 of precast reinforced member beam .
CO3 Analysis4 & Design
6of precast concrete columns and walls
CO4 Know about the Design6 of Precast Connections and Structural Integrity
CO5 Know about the Design6of Steel Concrete Composite Floors
Text Books
Hass A.M.(1983). Precast Concrete – Design and applications Applied
Science.
David Sheppard (1989). Plant cast; Precast and Prestressed concrete
McGraw Hill.
NBC – (2005). ( Part I to Part VII) BIS Publications; New Delhi; IS 15916-
2011;IS 11447; IS6061 – I and III
R.P.Johnson;(1994). Composite Structure of Steel and Concrete (Volume
1) ;Blackwell Scientific Publication (Second Edition); U.K.
Reference
Books
IS: 11384-1985; Code of Practice for Composite Construction in
Structural Steel and Concrete.
INSDAG Teaching Resource Chapter 21 to 27
27
CODE
DESIGN OF MASONRY STRUCTURES
Total Lecture : 60 Theory : 4 Tutorial : 15
SE20M110
(LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn performance of masonry
structures.
To design the masonry structures for earthquake resistance.
To evaluate the strength and stability of the masonry structures
UNIT CONTENTS HOURS
I
Introduction; Masonry units; materials and types: History of
masonry Characteristics of Brick; stone;clay block; concrete
block; stabilized mud block masonry units – strength; modulus
of elasticity and water absorption. Masonry materials –
Classification and properties of mortars; selection of mortars.
9
II
Strength of Masonry in Compression: Behaviour of Masonry
under compression; strength and elastic properties; influence of
masonry unit and mortar characteristics; effect of masonry unit
height on compressive strength; influence of masonry bonding
patterns on strength; prediction of strength of masonry in Indian
context; Failure theories of masonry under compression. Effects
of slenderness and eccentricity; effect of rate of absorption;
effect of curing; effect of ageing; workmanship on compressive
strength
9
III
Flexural and shear bond; flexural strength and shear strength:
Bond between masonry unit and mortar; tests for determining
flexural and shear bond strengths; factors affecting bond
strength; effect of bond strength on compressive strength;
orthotropic strength properties of masonry in flexure; shear
strength of masonry; test procedures for evaluating flexural and
shear strength
9
IV
Design of load bearing masonry buildings: Permissible
compressive stress; stress reduction and shape reduction factors;
increase in permissible stresses for eccentric vertical and lateral
loads; permissible tensile and shear stresses; Effective height of
walls and columns; opening in walls; effective length; effective
thickness; slenderness ratio; eccentricity; load dispersion;
arching action; lintels; Wall carrying axial load; eccentric load
with different eccentricity ratios; wall with openings;
freestanding wall; Design of load bearing masonry for buildings
up to 3 to 8 storeys using BIS codal provisions
9
V
Earthquake resistant masonry buildings: Behaviour of masonry
during earthquakes; concepts and design procedure for
earthquake resistant masonry; BIS codal provisions. Masonry
arches; domes and vaults: Components and classification of
masonry arches; domes and vaults; historical buildings;
construction; procedure
9
28
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
CO2 Understand2 the principles of design and construction of masonry
Structures
CO3 Design6 and develop analytical skills
CO4 Summarize2 the masonry Characteristics
CO5 Evaluate5 the strength and stability of the masonry structures
Text Books
Hendry A.W.; (2018). Structural masonry - Macmillan Education
Ltd.; 2nd edition
Sinha B.P & Davis S.R.;(2011). Design of Masonry structures - E &
FN Spon.
Dayaratnam P;(2015). Brick and Reinforced Brick Structures -
Oxford & IBH
Curtin;(2014). Design of Reinforced and Prestressed Masonry -
Thomas Telford
Sven Sahlin; Structural Masonry -Prentice Hall
Reference
Books
Jagadish K S; Venkatarama Reddy B V and Nanjunda Rao K S;
Alternative Building Materials and Technologies -New Age
International; New Delhi & Bangalore
IS 1905; BIS; New Delhi.
SP20(S&T);New Delhi
29
Code
ADVANCE CONCRETE LAB
Total
practical
hour 30
SE20M103
(LTP=0 – 0– 4= 2)
Course objectives:
The objective of this course is to make students to learn principles of design of
experiments.
To investigate the performance of structural elements.
To evaluate the different testing methods and equipments.
EXPERIMENT
NO.
CONTENTS HOURS
I. Stress strain curve for concrete 3
II. Correlation between cube strength and cylinder
strength
3
III. Determination of split tensile concrete 3
IV. Determination of modulus of rupture concrete 3
V. Correlation between compressive strength and
cylinder strength
3
VI. Relation between compressive and modulus of rupture 3
VII. Non-destructive testing of existing concrete members 3
VIII. Behavior of beams under flexure 3
IX. Behavior of beams under shear 3
X. Behavior of beams under torsion 3
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of experimenting
skills.
CO2 Understand2 the principles of Design
6of experiments
CO3 Summarize2 the testing methods and equipments
30
Code
COMPUTER AIDED DESIGN LAB
Total
Practical
hour 30
SE20M104
(LTP=0 – 0– 4= 2)
Course objectives:
The objective of this course is to make students to learn principles of design &
analysis of structural member by STAAD Pro & Project analysis by Primavera.
Experiment
no.
Contents Hours
I Spreadsheet for calculating and drawing shear force and
bending moment diagrams of determinate beams 2
II Spreadsheet for designing a singly reinforced beam 2
III Spreadsheet for designing a doubly reinforced beam 2
IV Primavera – Creating and analyzing a project – Project 1
part 1 2
V Primavera – Creating and analyzing a project – Project 1
part 2 2
VI Primavera – Creating and analyzing a project – Project 2
part 1 2
VII Primavera – Creating and analyzing a project – Project 2
part 2 3
VIII STAAD.Pro – Analysis of beams and plane frames 3
IX STAAD.Pro – Analysis of Trusses 3
X STAAD.Pro – Analysis of a building for Gravity loads 3
XI STAAD.Pro – Analysis of a building for Wind loads 3
XII STAAD.Pro – Analysis of building for Earthquake load 3
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of experimenting skills.
CO2 Understand2 the principles of Design
6 by STAAD PRO
CO3 Understand2 the Project management by Primavera
31
COURSE
CODE PROJECT BASED LEARNING-I Total Lecture:30
Practical:30
PB20M101 (LTP=0-0-4=2)
Learning
Objectives:
Integrating the knowledge and skills of various courses on the basis of multidisciplinary projects
Develop the skill of critical thinking and evaluation.
To develop 21st century success skills such as critical thinking; problem
solving; communication; collaboration and creativity/innovation among
the students.
To enhance deep understanding of academic; personal and social development in students.
Employ the specialized vocabularies and methodologies.
Course Outcome
At the end of the course the students will be able to:
CO1 Apply
3a sound knowledge/skills to select and develop their topic and
project respectively.
CO2 Develop6 plans and allocate roles with clear lines of responsibility and
accountability.
CO3 Design6 solutions to complex problems following a systematic
approach like problem identification; formulation and solution.
CO4 Collaborate6 with professionals and the community at large in
written and in oral forms.
CO5 Correlate4the knowledge; skills and attitudes of a professional.
General
Guidelines:
PBL will be an integral part of UG/PG Programs at different levels.
Each semester offering PBL will provide a separate Course Code; two credits
will be allotted to it.
Faculty will be assigned as mentor to a group of 30 students minimum by HoS.
Faculty mentor will have 4 hours/week to conduct PBL for assigned students.
Student will select a topic of their choice from syllabus of any course offered
in respective semester (in-lines with sustainable development goals).
Student may work as a team maximum 3 or minimum 2 members for single topic.
For MSE; student’s performance will be assessed by panel of three experts
either from other department/school; or from same department/school based on
chosen topic. This will be comprised of a presentation by student followed by
viva-voce. It will be evaluated for 30 marks.
20 marks would be allotted for continuous performance assessment by concerned guide/mentor.
For ESE; student will need to submit a project report in prescribed format; duly
signed by concerned guide/mentor and head of the school. The report should
be comprised of following components:
1. Introduction
2. Review of literature
32
3. Methodology
4. Result and Discussion
5. Conclusion and Project Outcomes
6. References
Student will need to submit three copies for
1. Concerned School
2. Central Library
3. Self
The integrity of the report should be maintained by student. Any malpractice
will not be entertained.
Writing Ethics to be followed by student; a limit of 10 % plagiarism is permissible. Plagiarism report is to be attached along with the report.
Project could be a case study/ analytical work /field work/ experimental
work/ programming or as per the suitability of the program.
33
SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY, BHOPAL
Syllabus
for
MTech
(Structural Engineering)
II Semester
School of Engineering & Technology
34
CODE
FINITE ELEMENT METHOD OF ANALYSIS
Total Lecture : 60 Theory : 60 Tutorial : 0
SE20M201 (LTP=4 – 0 – 0 = 4
Course Objectives-
The objective of this course is to make students to learn principles of Analysis of
Stress and Strain.
To apply the Finite Element Method for the analysis of one and two dimensional
problems.
To evaluate the stress and strain parameters and their inter relations of the continuum.
UNIT CONTENTS HOURS
I
Basic concepts of elasticity – Kinematic and Static variables
for various types of structural problems –
approximate method of structural analysis – Rayleigh – Ritz
method – Finite difference method – Finite
element method. Variation method and minimization
of Energy approach of element formulation. Principles
of finite element method – advantages & disadvantages –
Finite element procedure. Finite elements used for one; two &
three dimensional problems – Element aspect ratio – mesh
refinement vs. higher order elements – Numbering of nodes to
minimize band width.
12
II
Nodal displacement parameters – Convergence criterion –
Compatibility requirements – Geometric invariance – Shape
function – Polynomial form of displacement function.
Generalized and Natural coordinates –Lagrangian
interpolation function – shape functions for one; two & three
dimensional elements.
12
III
Isoparametric elements; Internal nodes and higher order
elements; Serendipity and Lagrangian family of Finite
Elements; Sub-parametric and Superparametric elements;
Condensation of internal nodes; Jacobian transformation
Matrix. Development of strain displacement matrix and
stiffness matrix; consistent load vector; numerical integration.
12
IV
Application of Finite Element Method for the analysis of one
& two dimensional problems; Analysis of simple
beams and plane trusses; Application to plane stress/ strain /
axisymmetric problems using CST & Quadrilateral Elements 12
V
Application to Plates & Shells; Choice of displacement
function (C0; C1 and C2 type); Techniques for Non –
linear Analysis.
12
Course Outcomes as per Bloom’s Taxonomy
35
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving
skills.
CO2 Understand2 the principles of stress-strain behaviour of continuum.
CO3 Design6 and develop analytical skills.
CO4 Describe1 the state of stress in a continuum.
CO5 Describe1 the Finite Element Method for the analysis of one & two dimensional
problems.
Text Books
Krishnamoorthy C S; Finite Element Analysis - Tata McGraw Hill
Desai C and Abel J F;(1972). Introduction to the Finite Element Method -
East West Press Pvt. Ltd.
Bathe K J; Finite Element Procedures in Engineering Analysis - Prentice
Hall
Rajasekaran. S; Finite Element Analysis in Engineering Design -Wheeler
Publishing
Reference
Books
Cook R D; Malkan D S & Plesta M.E;(1989). Concepts and Application of
Finite Element Analysis - 3rd Edition; John Wiley and Sons Inc.
Shames I H and Dym C J;(1985). Energy and Finite Element Methods in
Structural Mechanics - McGraw Hill; New York.
36
CODE
THEORY OF PLATES & SHELLS
Total Lecture :
60
Theory : 45
Tutorial : 15
SE20M202 (LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn different methods of analysis
and design of plates and shells.
To critically detail the plates; folded plates and shells.
To evaluate the performance of spatial structures.
UNIT CONTENTS HOURS
I
Introduction to plate theory; Small deflection of laterally
loaded thin rectangular plates for pure bending. Navier’s and
Levy’s solution for various lateral loading and boundary
conditions (No derivation); Numerical examples
9
II Energy methods for rectangular and circular plates with
clamped edges subjected to symmetric loadings. 9
III
Introduction to curved surfaces and classification of
shells; Membrane theory of spherical shells; cylindrical shells;
hyperbolic paraboloids; elliptic paraboloid and conoids 9
IV
Axially symmetric bending of shells of revolution; Closed
cylindrical shells; water tanks; spherical shells and Geckler’s
approximation. Bending theory of doubly curved shallow
shells.
9
V
Design and detailing of folded plates with numerical
examples Design and Detailing of simple shell problems –
spherical domes; water tanks; barrel vaults and hyperbolic
paraboloid roofs
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
CO2 Understand the principles of Analysis and Design
CO3 Design6 and and develop analytical skills
CO4 Summarize2 the performance of shells
CO5 Understand2 the concepts of energy principle
37
Text Books
Timoshenko; S. and Woinowsky-Krieger.W.;(1959). Theory of Plates and
Shells 2nd
Edition; McGraw-Hill Co.; New York.
Ramaswamy G.S. (1986). Design and Constructions of Concrete Shell
Roofs – CBS Publishers and Distributors – New Delhi.
Ugural; A. C. (1999). Stresses in Plates and Shells ; 2nd edition; McGraw-
Hill.
Reference
Books
R. Szilard; (1994) Theory and analysis of plates - classical and numerical
methods ; Prentice Hall.
Chatterjee.B.K. (1988). Theory and Design of Concrete Shell – Chapman &
Hall;New York-third edition.
38
CODE
DESIGN OF TALL STRUCTURES
Total
Lecture:45
Tutorial: 15
SE20M203 (LTP=3 – 1 – 0 = 4
Course Objectives
The objective of this course is to make students to learn principles of stability of tall
buildings.
To design the tall buildings for earthquake and wind resistance.
To evaluate the performance of tall structures for strength and stability.
UNIT CONTENTS HOURS
I
Design Criteria: 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
9
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
9
III
Behavior of Various Structural Systems: Factors affecting
growth; Height and structural form; High rise behavior; Rigid
frames; braced frames; in-filled frames; shear walls; coupled
shear walls; wall-frames; tubular; cores; Futigger – braced
and hybrid mega system
9
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.
9
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
9
Course Outcomes as per Bloom’s Taxonomy
39
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving
skills
CO2 Understand2 the principles of strength and stability
CO3 Design6 and develop analytical skills
CO4 Summarize2 the behavior of various structural systems
CO5 Understand2 the concepts of P-Delta analysis
Text Books
Taranath B.S; Structural Analysis and Design of Tall Buildings -
McGraw Hill
Wilf gang Schuller; High rise building structures - John Wiley
Bryan Stafford Smith & Alexcoull; Tall building structures Analysis
and Design -John Wiley
T.Y Lin & D.Stotes Burry; Structural concepts and system for
Architects and Engineers - John Wiley
Reference
Books
Lynn S.Beedle; (1999). Advances in Tall Buildings - CBS Publishers
and Distributors.
Dr. Y.P. Gupta Proceedings National Seminar on High Rise
Structures- Design and Construction practices for middle level
cities - New Age International Limited
40
DSE-III
CODE
THEORY OF PLASTICITY & FRACTURE
MECHANICS
Total
Lecture:45
Tutorial: 15
SE20M205 (LTP=3 – 1 – 0 = 4
Course Objectives
This course will enable students to
To compute the stress intensity factor; strain energy release rate; and the stress and
strain fields around a crack tip for linear and non linear materials.
Know experimental methods to determine the fracture toughness
Use the design principle of materials and structures using fracture mechanics
approaches
UNIT CONTENTS HOURS
I
Plasticity General concept; yield criteria; flow rules for
perfectly plastic and strain hardening materials – simple
applications; Theories of failure. Plasticity models for concrete 9
II
Linear Elastic Fracture mechanics
Basic modes of fracture; Griffith theory of brittle fracture;
Irwin’s modifications for elastic-plastic materials; theories of
linear elastic fracture mechanics; stress intensity factors;
fracture toughness testing
9
III
Elasto-plastic fracture mechanics
Crack-tip plasticity and in metals. Mixed mode problems and
evaluation of critical fracture parameters 9
IV
Fatigue damage theories;
Fatigue test; endurance limit; fatigue fracture under combined
loading; fatigue controlling factors; cumulative fatigue damage
concepts
9
V
Fracture of Concrete
Review of concrete behaviour in tension and compression;
Basic frameworks for modeling of quasi-brittle materials;
discrete crack concept/Smeared crack concept. FE Concepts
and applications.
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Explain and Apply3 yield criteria & flow-rules
CO2 Design6 structures using fracture mechanics approaches
CO3 Apply3 principles of fracture mechanics
CO4 Solve3 problems related to plastic fracture mechanics
41
CO5 Understand6 About the Fracture of Concrete
Text
Books
Valliappan S. "Continuum Mechanics Fundamentals" (1982); Oxford IBH;
N D. New Delhi.
Broek; D.;(1987). "Elementary Engineering Fracture Mechanics"; 4th
edition;
Martinus Nijhoff.
Reference
Books
Venkataraman and Patel (1990). Structural Mechanics with introduction to
Elasticity and Plasticity – Mcgraw Hill.
T. L. Anderson; Fracture Mechanics- Fundamentals and Applications;
L.S.; Advanced Mechanics of Solids Tata McGraw-ltd.; New Delhi Hill
Publishing Co
42
CODE
EARTHQUAKE RESISTANT
STRUCTURES
Total
Lecture:45
Tutorial: 15
SE20M206 (LTP=3 – 1 – 0 = 4
Course Objectives
The objective of this course is to make students to learn principles of engineering
seismology.
To design the reinforced concrete buildings for earthquake resistance.
To evaluate the seismic response of the structures.
UNIT CONTENTS HOURS
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
9
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-storied buildings – using procedures
(Equivalent lateral force and dynamic analysis) as per IS-1893.
9
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
9
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.
9
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.
9
43
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills
CO2 Understand2 the principles of engineering seismology
CO3 Design6 and develop analytical skills.
CO4 Summarize2 the Seismic evaluation and retrofitting of structures
CO5 Understand2 the concepts of earthquake resistance of reinforced concrete
Buildings
Text
Books
Anil K. Chopra Dynamics of Structures-Theory and Application to
Earthquake Engineering 2nd
edition; Pearson Education.
Vinod Hosur; Earthquake Resistant Design of Building Structures ;
WILEY (india)
Duggal; Earthquake Resistant Design of Structures ; Oxford University
Press
Pankaj Agarwal; Manish Shrikande Earthquake resistant design of
structures PHI India
Reference
Books
IS – 1893 (Part I): 2002; IS – 13920: 1993; IS – 4326: 1993; IS-13828: 1993
Minoru Wakabayashi Design of Earthquake Resistant Buildings ; McGraw
Hill Pub.
T Paulay and M J N Priestley; Seismic Design of Reinforced Concrete and
Masonry Buildings ; John Wiley and Sons
44
CODE
STABILITY ANALYSIS OF STRUCTURES
Total Lecture : 60 Theory : 45
Tutorial : 15
SE20M207 (LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn principles of stability of
structures.
To analyse the structural elements for stability.
To evaluate the use of strain energy in plate bending and stability.
UNIT CONTENTS HOURS
I
Beam – column – Differential equation. Beam column
subjected to (i) lateral concentrated load; (ii) several
concentrated loads; (iii) continuous lateral load. Application of
trigonometric series; Euler’s formulation using fourth order
differential equation for pined – pined; fixed – fixed; fixed –
free and fixed – pinned column.
9
II
Buckling of frames and continuous beams. Elastic Energy
method: 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. Column subjected to non – conservative follower
and pulsating forces
9
III
Stability analysis by finite element approach –deviation 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.
9
IV
Lateral buckling of beams – 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.
9
V
Expression for strain energy in plate bending with in plate
forces (linear and non – linear). 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
9
45
compression and having various edge condition along the other
two sides
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6
and development of problem solving skills
CO2 Understand2 the principles of strength and stability
CO3 Design6 and develop analytical skills.
CO4 Appraise5 the Stability analysis by finite element approach
CO5 Understand2 the concepts of Lateral buckling of beams
Text Books
Stephen P.Timoshenko; James M Gere; Theory of Elastic Stability -2nd
Edition; McGraw – Hill; New Delhi.
Robert D Cook et.al; Concepts and Applications of Finite Element Analysis -
3rd
Edition; John Wiley and Sons; New York.
S.Rajashekar; Computations and Structural Mechanics -Prentice – Hall; India
Reference
Books
Ray W Clough and J Penzien; Dynamics of Structures - 2nd Edition;
McGraw Hill; New Delhi
H.Zeiglar; Principles of Structural Stability -Blaisdall Publications
46
DSE-IV
CODE
DESIGN OF CONCRETE BRIDGES
Total Lecture
: 60
Theory : 45
Tutorial : 15
SE20M208
(LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn principles of Structural
Design.
To design different types of structures and to detail the structures.
To evaluate performance of the structures.
UNIT CONTENTS HOURS
I
Introduction: Historical Developments; Site Selection for
Bridges; Classification of Bridges Forces on Bridges. Bridge
substructures: Abutments; piers and wing walls Balanced
Cantilever Bridge: Introduction and proportioning of
components; Design of simply supported portion and design
of cantilever portion; design of articulation
9
II
Box 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 of Slab Culvert;
with Reinforcement Details.
9
III.
T Beam Bridge Slab Design: Proportioning of Components
Analysis of interior Slab & Cantilever Slab Using IRC Class
AA Tracked; Wheeled Class A Loading; Structural Design
of Slab; with Reinforcement Detail. T Beam Bridge Cross
Girder Design: Analysis of Cross Girder for Dead Load &
Live Load Using IRC Class AA Tracked; Wheeled Class A
Loading A Loads; Structural Design of Beam; with
Reinforcement Detail.
9
IV
T Beam Bridge Main Girder Design: Analysis of Main
Girder for Dead Load & Live Load Using IRC Class AA
Tracked; Wheeled Class A Loading Using COURBON’S
Method; Analysis of Main Girder Using HENDRY-
JAEGER and MORICE-LITTLE Method for IRC Class AA
Tracked vehicle only; BM & SF for different loads;
Structural Design of Main Girder With Reinforcement
Details
9
V
PSC Bridges: Introduction to Pre and Post Tensioning;
Proportioning of Components; Analysis and Structural
Design of Slab; Analysis of Main Girder using
MCOURBON’s Method for IRC Class AA tracked vehicle;
Calculation of pre-stressing force; cable profile and
calculation of stresses; Design of End block and
9
47
detailing of main girder
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving skills.
CO2 Understand2 the principles of optimization.
CO3 Design6and develop analytical skills.
CO4 Summarize2 the Linear; Non-linear and Geometric Programming
CO5 Understand2 the concept of Dynamic programming
Text Books
D Johnson Victor Essentials of Bridge Engineering -; Oxford & IBH
Publishing Co New Delhi
N Krishna Raju Design of Bridges ; Oxford & IBH Publishing Co New
Delhi
S P Bindra Principles and Practice of Bridge Engineering Dhanpat Rai &
Sons New Delhi
IRC 6 – 1966 Standard Specifications And Code Of Practice For Road
Bridges - Section II Loads and Stresses; The Indian Road Congress New
Delhi
IRC 21 – 1966 Standard Specifications And Code Of Practice For Road
Bridges -Section III Cement Concrete (Plain and reinforced) The Indian Road
Congress New Delhi IS 456 – 2000 Indian Standard Plain and Reinforced Concrete Code of
Practice - (Fourth Revision) BIS New Delhi
Reference
Books
IS 1343 – Indian Standard Prestressed Concrete Code of Practice - BIS
New Delhi
Raina V.K.; Concrete Bridge Practice - Tata McGraw Hill
Bakht B & Jaeggar; Bridge Analysis Simplified - McGraw Hill
Ponnuswamy. S; Bridge Engineering - Tata McGraw Hill.
Derrick Beckett; An Introduction to Structural Design of Concrete
Bridges - Surrey University Press
48
CODE
DESIGN OF INDUSTRIAL STRUCTURES
Total Lecture
: 60
Theory : 45
Tutorial : 15
SE20M209
(LTP=3 – 1 – 0 = 4)
Course Objectives
The objective of this course is to make students to learn principles of Design of
industrial building.
To design different components of industrial structures and to detail the structures.
To evaluate the performance of the Pre engineered buildings.
UNIT CONTENTS HOURS
I
Analysis of industrial building for Gravity and Wind load.
Analysis and design of framing components namely; girders;
trusses; gable frames
9
II
Analysis and design of gantry column (stepped column /
column with bracket); purlins; girts; bracings including all
connections.
9
III Analysis of transmission line towers for wind load and
design of towers including all connections.
9
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.
9
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).
9
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of problem solving
skills.
CO2 Understand2 the industrial building and the components.
CO3 Design6 and develop analytical skills.
CO4 Summarize2 the principles of Structural Design and detailing
CO5 Understand2 the concept of Pre- engineered buildings.
49
Text Books
Bureau of Indian Standards; IS800-2007; IS875-1987; IS-801-1975.
Steel Tables; SP 6 (1) – 1984
N Subramanian- Design of Steel Structure oxford University Press
B.C. Punmia; A.K. Jain Design of Steel Structures ; Laxmi Publications;
New Delhi.
Reference
Books
Ramchandra and Virendra Gehlot Design of Steel Structures Vol 1 and
Vol.2; Scientific Publishers; Jodhpur
Duggal Limit State Design of Steel Structures TMH
50
CODE
ADVANCED DESIGN OF STEEL
STRUCTURES
Total Lecture
: 60
Theory : 45
Tutorial : 15
SE20M210
(LTP=3 – 1 – 0 = 4)
Course Objectives
This course will enable students to-
Understand the background to the design provisions for hot-rolled and cold-formed steel
structures; including the main differences between them.
Proficiency in applying the provisions for design of columns; beams; beam-columns.
Design structural sections for adequate fire resistance.
Understand Cold formed steel sections.
UNIT CONTENTS HOURS
I
Laterally Unrestrained Beams: Lateral Buckling of
Beams; Factors affecting lateral stability; IS 800 code
provisions; Design Approach. Lateral buckling strength of
Cantilever beams; continuous beams; beams with continuous
and discrete lateral restraints; Mono- symmetric and non-
uniform beams – Design Examples. Concepts of -Shear
Center; Warping; Uniform and Non-Uniform torsion
9
II
Beam- Columns in Frames: Behaviour of Short and Long
Beam - Columns; Effects of Slenderness Ratio and Axial
Force on Modes of Failure; Biaxial bending; Strength of
Beam Columns; Sway and Non-Sway Frames; Strength and
Stability of rigid jointed frames; Effective Length of
Columns-; Methods in IS 800 - Examples
9
III
Steel Beams with Web Openings: Shape of the web
openings; practical guide lines; and Force distribution and
failure patterns; Analysis of beams with perforated thin and
thick webs; Design of laterally restrained castellated beams
for given sectional properties; Vierendeel girders (design for
given analysis results)
9
IV
Cold formed steel sections: Techniques and properties;
Advantages; Typical profiles; Stiffened and unstiffened
elements; Local buckling effects; effective section
properties; IS 801& 811 code provisions- numerical
examples; beam design; column design.
9
V
Fire resistance: Fire resistance level; Period of Structural
Adequacy; Properties of steel with temperature; Limiting
Steel temperature; Protected and unprotected members;
Methods of fire protection; Fire resistance ratings-
Numerical Examples.
9
Course Outcomes as per Bloom’s Taxonomy
51
At the end of the course the students should be able to:
CO1 Understand2 about the Laterally Unrestrained Beams
CO2 Understand2 about the analysis of Beam- Columns in Frames
CO3 Understand2 about the Design
6 Steel Beams with Web Openings
CO4 Understand2 about the Cold formed steel sections
CO5 Understand2 about the idea of Fire resistance
Text Books N. Subramanian; Design of Steel Structures ; Oxford;IBH
Duggal.S.K.; Design of Steel structure
Reference
Books
IS 1641; 1642;1643
IS 800: 2007; IS 811
INSDAG Teaching Resource Chapter 11 to 20: www.steel-insdag.org
52
CODE
STRUCTURAL SOFTWARE
Total Lecture : 30 Theory : 0
Practical : 30
SE20M204
(LTP=0 – 0 – 8= 4)
Course objectives:
The objective of this course is to make students to learn principles of design of
experiments.
To investigate the performance of structural elements.
To evaluate the design & analysis of Different RCC Member.
EXPERIMENT
NO.
CONTENTS HOURS
I Introduction of E-Tab Software 2
II Material properties on E-Tab Software 2
III Definition & Sizing of Elements on E-Tab Software 3
IV Supports 3
V Loading 3
VI Load Combinations 3
VII Analysis Options 3
VIII Post-Analysis Checks by E-Tab Software 3
IX Reinforced Concrete Design Module by E-Tab
Software 4
X Reinforced Concrete Design Module by E-Tab
Software 4
Course Outcomes as per Bloom’s Taxonomy
At the end of the course the students should be able to:
CO1 Achieve Knowledge of Design6 and development of experimenting
skills.
CO2 Understand2 the principles of design of experiments.
CO3 Design6 and develop analytical skills.
53
COURSE
CODE PROJECT BASED LEARNING-II Total Lecture:30
Practical:30
PB20M201 (LTP=0-0-4=2)
Learning
Objectives:
Integrating the knowledge and skills of various courses on the basis of multidisciplinary projects
Develop the skill of critical thinking and evaluation.
To develop 21st century success skills such as critical thinking; problem
solving; communication; collaboration and creativity/innovation among
the students.
To enhance deep understanding of academic; personal and social development in students.
Employ the specialized vocabularies and methodologies.
Course Outcome
At the end of the course the students will be able to:
CO1 Apply
3a sound knowledge/skills to select and develop their topic and
project respectively.
CO2 Develop6 plans and allocate roles with clear lines of responsibility and
accountability.
CO3 Design6 solutions to complex problems following a systematic
approach like problem identification; formulation and solution.
CO4 Collaborate6 with professionals and the community at large in
written and in oral forms.
CO5 Correlate4the knowledge; skills and attitudes of a professional.
General
Guidelines:
PBL will be an integral part of UG/PG Programs at different levels.
Each semester offering PBL will provide a separate Course Code; two credits
will be allotted to it.
Faculty will be assigned as mentor to a group of 30 students minimum by HoS.
Faculty mentor will have 4 hours/week to conduct PBL for assigned students.
Student will select a topic of their choice from syllabus of any course offered in
respective semester (in-lines with sustainable development goals).
Student may work as a team maximum 3 or minimum 2 members for single topic.
For MSE; student’s performance will be assessed by panel of three experts
either from other department/school; or from same department/school based on
chosen topic. This will be comprised of a presentation by student followed by viva-
voce. It will be evaluated for 30 marks.
20 marks would be allotted for continuous performance assessment by concerned guide/mentor.
For ESE; student will need to submit a project report in prescribed format; duly
signed by concerned guide/mentor and head of the school. The report should be
54
comprised of following components:
1. Introduction
2. Review of literature
3. Methodology
4. Result and Discussion
5. Conclusion and Project Outcomes
6. References
Student will need to submit three copies for
1. Concerned School
2. Central Library
3. Self
The integrity of the report should be maintained by student. Any malpractice
will not be entertained.
Writing Ethics to be followed by student; a limit of 10 % plagiarism is permissible. Plagiarism report is to be attached along with the report.
Project could be a case study/ analytical work /field work/ experimental work/
programming or as per the suitability of the program.
55
SANJEEV AGRAWAL GLOBAL EDUCATIONAL (SAGE) UNIVERSITY, BHOPAL
Syllabus
for
MTech
(Structural Engineering)
III & IV Semester
School of Engineering & Technology
56
MOOC-1/ MOOC-2
Total Lecture:
Practical:60
(LTP=0-0-8=4)
Learning
Objective:
Integrating the knowledge and skills of
various courses available in online mode.
Develop the skills of critical thinking and
evaluation.
To make students to learn themselves by
choosing the course as per there area of
interest.
CONTENTS HOURS
General
Guidelines: This course creates an excellent opportunity
for students to acquire the necessary skill set
for research; employability through massive
open online courses (MOOCs) where the rare
expertise of world famous experts from
academics and industry are available.
The basket for MOOCs will be a dynamic one;
as courses keep on updating with time.
In this semester 8 credits will have to be
acquired with online courses (MOOCs).
Students will have to complete 2 MOOC’s of
their choice in the third semester.
The MOOC-1 and MOOC-2 each carries
internal marks of 50; which will be attained
after he/she gets the MOOC certificate for
which he/she got himself/herself enrolled. For
end sem evaluation a Viva-Voce examination
shall be conducted and it will carrie 50 marks.
60
57
GUIDELINES FOR M. TECH. DISSERTATION/ THESIS
Phase-1
Every candidate shall be required to submit a thesis or dissertation on a topic approved by
the Dissertation Review Committee (DRC).
A Dissertation Review Committee shall be constituted with the Head of the Department
as Chairperson; Dissertation Supervisor and one senior faculty member of the
Department offering the M. Tech. programme.
Candidate has to present in Dissertation Work Review I; in consultation with his
Dissertation Supervisor; the title; objective and plan of action of his dissertation work to
the Dissertation Work Review Committee (DRC) for approval within four weeks from
the commencement of Second year First Semester. The Dissertation Work Review I
carries internal marks of 100. Evaluation should be done by the DRC for 50 marks and
the Supervisor will evaluate the review for the other 50 marks. Only after obtaining the
approval of the DRC can the student initiate the Dissertation work.
If a candidate wishes to change his/her supervisor or topic of the dissertation; he/she can
do so with the approval of the DRC. However; the DRC shall examine whether or not the
change of topic/supervisor leads to a major change of his initial plans of dissertation
proposal. If yes; his/her date of registration for the dissertation work starts from the date
of change of Supervisor or topic as the case may be.
A candidate shall submit his dissertation progress report in two stages at least with a gap
of three months between them.
The work on the dissertation shall be initiated at the beginning of the II year and the
duration of the dissertation is two semesters. A candidate is permitted to submit thesis
only after successful completion of all theory and practical courses with the approval of
DRC not earlier than 40 weeks from the date of approval of the dissertation work. For the
approval of DRC the candidate shall submit the draft copy of thesis to the Head of the
Department and make an oral presentation before the DRC.
The Dissertation Work Review II in II Year III Sem. carries internal marks of 100.
Evaluation should be done by the DRC for 50 marks and the Supervisor will evaluate the
work for the other 50 marks. The Supervisor and DRC will examine the Problem
58
Definition; Objectives; Scope of Work; Literature Survey in the same domain and
progress of the Dissertation Work. A candidate has to secure a minimum of 70% of
marks to be declared successful in Dissertation Work Review II. If he fails to obtain the
minimum required marks; he has to reappear for Dissertation Work Review-II as and
when conducted.
One paper in third semester has to be published in any one journal of UGC care;
SCOPUS or SCI.
After successful completion of Dissertation Work Review II; it will be further
adjudicated by an external examiner selected by the University. For this; the Principal of
the College/School/Institute shall submit name of examiners from among the list of
experts in the relevant specialization as submitted by the supervisor concerned and Head
of the Department. It will carries external marks of 200.
Phase-2
The Dissertation Work Review III in II Year IV Sem. carries 250 internal marks.
Evaluation should be done by the DRC for 125 marks and the Supervisor will evaluate it
for the other 125 marks. The DRC will examine the overall progress of the Dissertation
Work and decide whether or not the Dissertation is eligible for final submission. A
candidate has to secure a minimum of 70% of marks to be declared successful in
Dissertation Work Review III. If he fails to obtain the required minimum marks; he has to
reappear for Dissertation Work Review III as and when conducted. For Dissertation
Evaluation (Viva Voce) in II Year II Sem. there are external marks of 250 and it is
evaluated by the external examiner. The candidate has to secure a minimum of 50%
marks in Dissertation Evaluation (VivaVoce) examination.
One paper in fourth semester has to be published in any one journal of UGC care;
SCOPUS or SCI.
Dissertation Work Reviews II and III shall be conducted in phase I (Regular) and Phase
II (Supplementary). Phase II will be conducted only for unsuccessful students in Phase I.
The unsuccessful students in Dissertation Work Review II (Phase II) shall reappear for it
at the time of Dissertation Work Review III (Phase I). These students shall reappear for
Dissertation Work Review III in the next academic year at the time of Dissertation Work
59
Review II only after completion of Dissertation Work Review II; and then Dissertation
Work Review III follows. The unsuccessful students in Dissertation Work Review III
(Phase II) shall reappear for Dissertation Work Review III in the next academic year only
at the time of Dissertation Work Review II (Phase I).
After approval from the DRC; a soft copy of the thesis should be submitted for
ANTIPLAGIARISM check and the plagiarism report should be submitted to the
University and be included in the final thesis. The Thesis will be accepted for
submission; if the similarity index is less than 30%. If the similarity index has more than
the required percentage; the student is advised to modify accordingly and re-submit the
soft copy of the thesis after one month. The maximum number of re-submissions of thesis
after plagiarism check is limited to TWO. The candidate has to register for the
Dissertation work and work for two semesters. After three attempts; the admission is
liable to be cancelled. The college authorities are advised to make plagiarism check of
every soft copy of theses before submissions.
Three copies of the Dissertation thesis certified by the supervisor shall be submitted to
the College/School/Institute; after submission of a 2 research paper related to the
dissertation work in a UGC care; SCOPUS or SCI journal. A copy of the submitted
research paper shall be attached to thesis.
The thesis shall be adjudicated by an external examiner selected by the University. For
this; the Principal of the College/School/Institute shall submit a panel of three examiners
from among the list of experts in the relevant specialization as submitted by the
supervisor concerned and Head of the Department.
If the report of the external examiner is unsatisfactory; the candidate shall revise and
resubmit the Thesis. If the report of the examiner is unsatisfactory again; the thesis shall
be summarily rejected. Subsequent actions for such dissertations may be considered; only
on the specific recommendations of the external examiner and /or Dissertation work
Review Committee. No further correspondence in this matter will be entertained; if there
is no specific recommendation for resubmission.
If the report of the examiner is satisfactory; the Head of the Department shall coordinate
and make arrangements for the conduct of Dissertation Viva- Voce examination. The
Dissertation VivaVoce examination shall be conducted by a board consisting of the
60
Supervisor; Head of the Department and the external examiner who adjudicated the
Thesis; with an external marks of 250. The candidate has to secure a minimum of 50% of
marks in Dissertation Evaluation (Viva-Voce) examination.