CAD syllabus 2015 13-12-15 · I Semester M.Tech.(CADS) ... Tutorial, P: Practical, CIE: Continuous...

Master of Technology

CIVIL ENGINEERING

P.E.S. College of Engineering, (An Autonomous

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SYLLABUS (With effect from 2015-2016) Out Come Based Education

I to IV Semester

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Master of Technology in

CIVIL ENGINEERING (CAD Structures)

P.E.S. College of Engineering, Mandya - 571 401, Karnataka(An Autonomous Institution Affiliated to VTU, Belagavi)

Grant -in- Aid Institution (Government of Karnataka)

Accredited by NBA, New Delhi Approved by AICTE, New Delhi.

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571 401, Karnataka VTU, Belagavi)

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Preface

PES College of Engineering, Mandya, started in the year 1962, has become autonomous in the academic year 2008-09. Since, then it has been doing the academic and examination activities successfully. The college is running 8 Postgraduate programs. It consists of 6 M.Tech programs, which are affiliated to VTU. Other postgraduate programs are MBA and MCA.

India has recently become a Permanent Member by signing the Washington Accord. The accord

was signed by the National Board of Accreditation (NBA) on behalf of India on 13th June 2014. It enables not only the mobility of our degree globally but also establishes equivalence to our degrees with that of the member nations such as Taiwan, Hong Kong, Ire-land, Korea, Malaysia, New Zealand, Russia, Singapore, South Africa, Turkey, Australia, Canada and Japan are among 16 signatories to the international agreement besides the US and the UK. Implementation of Outcome Based Education (OBE), has been the core issue for enabling the equivalence and of Indian degrees and their mobility across the countries.

Our higher educational institution has adopted Credit Based semester structure with OBE scheme and grading system.

The credit based OBE semester system provides flexibility in designing curriculum and assigning

credits based on the course content and hours of teaching. The OBE, emphasize setting clear standards for observable, measurable outcomes of programs in

stages. There lies a shift in thinking, teaching and learning processes moving towards Students Centric from Teacher Centric education. OBE standards focusing on mathematics, language, science, attitudes, social skills, and moral values.

The key features which may be used to judge if a system has implemented an outcomes-based education systems is mainly Standards-based assessments that determines whether students have achieved the stated standard. Assessments may take any form, so long as the process actually measure whether the student knows the required information or can perform the required task. Outcome based education is a commitment that all students of all groups will ultimately reach the same minimum standards. Outcome Based Education is a method or means which begins with the end in mind and constantly emphasizes continuous improvement.

In order to increase the Industry/Corporate readiness, many Soft Skills and Personality

Development modules have been added to the existing curriculum of 2015-16. Lab components are added with each course. (B.DINESH PRABHU) Deputy Dean (Academic) Associate Professor Dept. of Automobile Engg

(Dr.H.V.RAVINDRA) Dean (Academic)

Professor Dept. of Mechanical Engg.

P.E.S.COLLEGE OF ENGINEERING, MANDYA-571401 (KARNATAKA)

(An Autonomous Institution under VTU, Belagavi) Vision

“ An institution of high repute, imparting quality education to develop innovative and Humane engineers”

Mission “ Committed to develop students potential through high quality teaching- learning processes and state of

the art infrastructure”

DEPARTMENT OF CIVIL ENGINEERING

About the Department Department of Civil Engineering

The Civil Engineering Department was started in the year 1962 as one of the first branches inP.E.S College of Engineering, Mandya with an intake of 40. The department has carved a niche for itself by offering the most competent instructional programme to the students. The department is running an undergraduate programme with an intake of 120 and it has started PG in CAD structures with an intake of 18 in the year 2004. The department has been recognized as research center under VTU, Belgaum. The department is accredited by NBA, New Delhi for five years (2004-2009). The department is well equipped with laboratories, computing facilities, independent library and other facilities. The department has well qualified and experienced teaching faculties. The department also takes up consultancy work pertaining to civil engineering. Planning, structural design of buildings, testing of materials and soil investigation is part of the department activities. VISION AND MISSION

• VISION :

Department of Excellence developing engineers to address construction challenges.

• MISSION: Committed to • Develop faculty, staff and students • Create and nurture ambience for learning, innovation and research • Develop new construction materials and technology • Partner in developing skilled labour through vocational programme

DEPARTMENT OF CIVILENGINEERING

(A) Programme Educational Objectives (PEOs) The Masters Programme in Civil Engineering [M.Tech(CADS)] during 18 months term aims to

1. Graduates of the Programme will contribute to the development of infrastructure that is sustainable.

2. Graduates of the Programme, as part of an organization or as Entrepreneurs, will learn to understand and develop technologies.

3. Graduates of the Programme will be professionals of Civil Engineering with societal responsibility.

4. Graduates of the Programme will be professionals of Civil Engineers with ethical responsibility

(B) Programme Outcomes (POs):

The Graduates of Masters Programme in Civil Engineering [M.Tech(CADS)] will be able to: 1. Apply the knowledge of mathematics, science, engineering fundamentals, and Civil Engineering

principles to the solution of complex problemsin Civil Engineering.

2. Identify, formulate, research literature, and analyse complex Civil Engineering problems reaching

substantiated conclusions using first principles of mathematics and engineering sciences.

3. 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 related to

Civil Engineering problems.

4. Create, select, and apply appropriate techniques, resources, and modern engineering tools such as

CAD, FEM and GIS including prediction and modelling to complex Civil Engineering activities

with an understanding of the limitations.

5. Function effectively as an individual, or leader in diverse teams, and in multidisciplinary settings.

6. Communicate effectively on complex Civil Engineering activities with the engineering community

and with society at large.

7. Demonstrate knowledge and understanding of the engineering principles and apply these to Civil

Engineering projects and in multidisciplinary environments.

8. Ability to engage in independent and life-long learning in the context of technological change.

Credit pattern

Programme: M.Tech. in Civil Engineering (CADS)

Core Courses I Semester 12 credits II Semester 12 credits III Semester 04 credits

Elective Course I Semester 08 credits II Semester 08 credits III Semester 08 credits

Seminar I Semester 02 credits II Semester 02 credits

Lab I Semester 02 credits II Semester 02 credits

Industrial Training III Semester 06 credits Pedagogy Training III Semester 02 credits Project work III Semester 04 credits Project work IV Semester 28 credits A total of 100 credits for 2 years

P.E.S. COLLEGE OF ENGINEERING, MANDYA – 571401 (An Autonomous Institute under VTU. Belgaum)

Department of Civil Engineering.

M.Tech. in Civil Engineering (CAD) Syllabus 2015-2016 Page 1

I Semester M.Tech.(CADS) SCHEME OF TEACHING AND EXAMINATION 2015-16

Sl.No

Sub. Code

Subject Teaching

Dept.

Credit pattern L:T:P

Total Credits

Marks Allotted Total

marks CIE SEE

1. P15MCAD11 COMPUTATIONAL STRUCTURAL MECHANICS

CV 4:0:0 04 50 50 100

2. P15MCAD12 STRUCTURAL DYNAMICS -THEORY & COMPUTATIONS

CV 4:0:0 04 50 50 100

3. P15MCAD13 CONTINUUM MECHANICS –CLASSICAL AND FE APPROACH

CV 4:0:0 04 50 50 100

4. P15MCAD14* ELECTIVE I

CV 4:0:0 04 50 50 100

5. P15MCAD15* ELECTIVE II

CV 4:0:0 04 50 50 100

6. P15MCAD16 SEMINAR

CV 0:0:4 02 50 –– 50

7. P15MCADL17 MATERIALS TESTING LAB

CV 0:0:4 02 50 50 100

Total 24 350 300 650

L: Lecture, T: Tutorial, P: Practical, CIE: Continuous Internal Evaluation, SEE: Semester End Examination, C: Credits

*List of Elective subjects

Subject Code Elective – I L:T:P

P15 MCAD141 CONSTRUCTION PROJECT MANAGEMENT AND STRUCTURAL OPTIMIZATION

4:0:0

P15 MCAD142 ADVANCED DESIGN OF PRESTRESSED CONCRETE STRUCTURES

4:0:0

P15 MCAD143 MECHANIZATION IN CONSTRUCTION

4:0:0

ELECTIVE – II

P15 MCAD151 STABILITY ANALYSIS OF SLOPE AND EARTH RETAINING STRUCTURES

4:0:0

P15 MCAD152 DESIGN OF STACK, TOWER AND WATER STORAGE STRUCTURAL SYSTEMS

4:0:0

P15 MCAD153 APPLICATION OF AI AND EXPERT SYSTEMS IN STRUCTURAL ENGINEERING

4:0:0




II Semester M.Tech.(CADS) SCHEME OF TEACHING AND EXAMINATION 2015-16

Sl.No. Sub.code Subject

Teaching Dept.


Total Credits


marks CIE SEE

1. P15MCAD21 ANALYSIS OF PLATES CV 4:0:0 04 50 50 100

2. P15MCAD22 SEISMIC RESISTANT DESIGN OF STRUCTURAL SYSTEMS

CV 4:0:0 04 50 50 100

3. P15MCAD23 STRUCTURAL STABILITY ANALYSIS– CLASSICAL AND FE APPROACH

CV 4:0:0 04 50 50 100

4. P15MCAD24* ELECTIVE III

CV 4:0:0 04 50 50 100

5. P15MCAD25* ELECTIVE IV

CV 4:0:0 04 50 50 100

6. P15MCAD26 SEMINAR

CV 0:0:4 02 50 –– 50

7. P15MCADL27 CAD LAB

CV 0:0:4 02 50 50 100

Total 24 350 300 650 L: Lecture, T: Tutorial, P: Practical, CIE: Continuous Internal Evaluation, SEE: Semester End Examination, C: Credi


Subject Code Elective – III Credit pattern

L:T:P

P15 MCAD241 ADVANCED MECHANICS OF MATERIALS

4:0:0

P15 MCAD242 ADVANCED STRUCTURAL DYNAMICS

4:0:0

P15 MCAD243 GROUND IMPROVEMENT TECHNIQUES

4:0:0

Elective – IV

P15 MCAD251 ADVANCED DESIGN OF STEEL STRUCTURES

4:0:0

P15 MCAD252 DESIGN OF STRUCTURAL SYSTEMS IN BRIDGES

4:0:0

P15 MCAD253 REPAIR AND REHABILITATION

4:0:0




III Semester M.Tech.(CADS) SCHEME OF TEACHING AND EXAMINATION 2015-16

Sl.No.

Sub. Code Subject Teaching

Dept.


Total Credits


Marks CIE SEE

1. P15MCAD31 ADVANCED DESIGN OF RC STRUCTURAL ELEMENTS

CV 4:0:0 04 50 50 100

2. P15MCAD32

* ELECTIVE V CV 4:0:0 04 50 50 100

3. P15MCAD33

* ELECTIVE VI CV 4:0:0 04 50 50 100

4. P15MCAD34 INDUSTRIAL TRAINING

CV 06 50 50 100

5. P15MHSM35 PEDAGOGY/RESEARCH METHODOLOGY

HS&M 0:2:2 02 100 ---- 100

6. P15MCAD36 PROJECT PHASE-I

CV 0:0:4 04 50 50 100

Total 24 350 250 600 L: Lecture, T: Tutorial, P: Practical, CIE: Continuous Internal Evaluation, SEE: Semester End Examination, C: Credi


Subject Code Elective – V Credit pattern

L:T:P

P15 MCAD321 RELIABILITY ANALYSIS AND DESIGN OF STRUCTURAL ELEMENTS

4:0:0

P15 MCAD322 THEORY OF PLASTICITY AND FRACTURE MECHANICS-CONCEPTS AND APPLICATIONS

4:0:0

P15 MCAD323 ANALYSIS AND DESIGN OF SHELL ROOF STRUCTURES

4:0:0

ELECTIVE – VI

P15 MCAD331 COMPUTER AIDED DESIGN OF SUB-STRUCTURES

4:0:0

P15 MCAD332 COMPOSITE OF SMART MATERIALS

4:0:0

P15 MCAD333 DESIGN OF TALL STRUCTURES

4:0:0




IV Semester M.Tech.(CADS) SCHEME OF TEACHING AND EXAMINATION 2015-16

Sl.No.

Sub. Code Subject Teaching

Dept.


Total Credit

s

Marks Allotted

Total Mark

s CIE SEE

1. P15MCAD41 PROJECT PHASE –II

CV -- 4 50 50 100

2. P15MCAD42 PROJECT PHASE- III

CV -- 4 50 50 100

3. P15MCAD43 PROJECT WORK THESIS EVALUATION

CV -- 12 -- 100 100

4. P15MCAD44 PROJECT WORK VIVA- VOCE

CV -- 8 ---- 100 100

Total 28 100 300 400

L: Lecture, T: Tutorial, P: Practical, CIE: Continuous Internal Evaluation, SEE: Semester End Examination, C: Credits

Note: 1. Eight weeks of compulsory Industrial Training to be undergone by the students during their third

semester. A report on Industrial Training is to be submitted by the student. The report has to be evaluated by the industrial guide and institute guide for CIE of 50 marks. The student must give seminar on Industrial Training before a committee constituted by the department for remaining CIE of 50 marks.

2. The Laboratory phases are CIE with report submission and seminar presentation of 50 marks each. 3. Pedagogy is CIE with objective type of question for evaluation. 4. The Seminar (I & II semester) on current topics shall be presented along with a report for evaluation. 5. Project work Phase -1,2& 3 to be awarded by the department committee constituted for the purpose. 6. The project thesis evaluation has to be done separately by internal and external examiners. 7. The project Viva-voce has to be done jointly by the internal and external examiner.

P.E.S. College Of Engineering, Mandya


Course Learning Objectives (CLOs) This course aims to Calculation of distribution of forces within the structure and the displaced state of the system forms the crux of design process. The objective of this course is to make students to learn computer aided Methods of analysis adopted in industry for such purposes.

Course Content

UNIT – I Direct Stiffness Method – Trusses: Degrees of static and kinematic indeterminacies, concepts of stiffness and flexibility, local and global coordinate system, analysis of indeterminate trusses, with and without initial strains for different types of boundary conditions such as fixed, hinged, roller, slider, elastic (spring) supports, support settlement. 12Hrs

UNIT – II

Direct Stiffness Method : Continuous beam, 2d frames: analysis of continuous beams, for different types of boundary conditions such as fixed, hinged, roller, slider, elastic (spring) supports, support settlement. Analysis of simple 2d frames with and without sway, element stiffness matrix for 3d frames and grids 10Hrs

UNIT – III

Basic Concept of Finite Element Method: Concept of FEM, formulation using principle of virtual work, principles minimum potential energy, method of weighted residuals(Galerkin’s), choice of displacement function, degree of continuity. Generalized and natural coordinates. 10 Hrs

UNIT – IV

FE Analysis using Bar Elements: Derivation of shape function for linear and higher order elements using inverse and Lagrange interpolation formula, element stiffness matrix two and three nodded elements. Examples with constant and varying cross sectional area subjected to concentrated loads, distributed body force and surface traction and initial strains due to temperature. Isoparimetric formulation. 10 Hrs

UNIT – V

FE Analysis using Beam Element: Derivation of shape function for two noded beam element, Hermitian interpolation, element stiffness matrix, consistent nodal loads, concept of reduced or lumped loads. Examples: cantilever and simply supported beams. 10 Hrs TEXT BOOKS: 1. Rajasekaran.S, “Computational Structural Mechanics”, PHI, New Delhi 2001.

2. Reddy.C.S, “Basic Structural Analysis,” TMH, New Delhi 2001.

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

and Sons, New York.

Course Title : COMPUTATIONAL STRUCTURAL MECHANICS

Course Code: P15MCAD11 Semester : I L-T-P-H: 4 – 0 – 0- 4 Credits:4

Contact Period : Lecture :52 Hr, Exam: 3Hr Weightage :CIE:50% SEE:50%



REFERENCE BOOKS:

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

2. Weaver.W and Gere.J.H.,“Matrix Analysis of Framed Structures”, Van Nastran, 1980.

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

4. Bathe.K.J, “Finite element procedures in Engineering Analysis”. PHI. New Delhi.

Course Outcome (CO) After learning all the units of the course, the student is able to

1. Idealize the actual structural systems, for the purpose of analysis, in the form of an acceptable

simpleframe work consisting of one dimensional elements being connected at joint locations.

2. Achieve knowledge of problem solving skills using computer aided methods.

3. Understand implementation procedures of such methods in computer programs.



Course Learning Objectives (CLOs) This course aims to Structural vibrations may affect safety and reliability of Structural systems. This course focuses on how to model discrete single-degree and multiple-degree vibratory systems and continuous vibratory systems and quantification of response of these systems. It provides the foundation for advanced design and bridge analysis and integrates the finite element approach.

Course Content

UNIT – I

Single Degree of Freedom System: concept of degrees of freedom, undamped system, springs in parallel or in series, free body diagram, D’Alembert’s principle, solution of the differential equation of motion, frequency and period, amplitude of motion. Mathematical models of Single-degree-of-freedom systems system. Free vibration response of damped and undamped systems. Methods of evaluation of damping. 10 Hrs

UNIT – II Response to General Dynamic Loading: 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. 10 Hrs

UNIT – III

Dynamics of Multi-degree freedom systems: Multistory Shear Building. Free vibration – natural frequencies and normal modes. Forced motion – modal superposition method – response of a shear building to base motion. Damped motion of shear building – equations of motions – uncoupled damped equation – conditions for uncoupling Damping. 12Hrs

UNIT – IV

Discretization of Continuous Systems: Longitudinal Vibration of a uniform rod. Free transverse vibration of uniform beams– The effect of axial loading. Orthogonality of normal modes. Undamped forced vibration of beams by mode superposition. 10Hrs

UNIT – V

Dynamic Analysis of Beams: Stiffness matrix, mass matrix (lumped and consistent);equations of motion for the discretised beam in matrix form and its solutions. Hamilton’s principle. 10Hrs TEXT BOOK: 1. Mario Paz, “Structural Dynamics, Theory and Computation”, 2nd Edition, CBS Publisher and

Distributors, New Delhi.

2. Mukhopadyaya, “Vibration, Dynamics and Structural Problems,” Oxford IBH Publishers

Course Title : STRUCTURAL DYNAMICS - THEORY & COMPU TATIONS

Course Code:P15MCAD12 Semester : I L-T-P-H: 4 – 0 – 0–4 Credits:4




REFERENCE BOOKS: 1. Clough, Ray W and Penzien J, “Dynamics of Structures”, 2nd Edition, McGraw-Hill, New Delhi.

2. Roy R. Craig, Andrew J. Kurdila, “Fundamentals of Structural Dynamics”, John Wiley & Sons

Course Outcomes

On completion of this course, students are able to 1. Understand effect of structural vibrations on safety and reliability of structural systems.

2. Apply knowledge of mathematics, science, and engineering by developing the equations of motion for

vibratory systems and solving for the free and forced response.

3. Apply modal methods to calculate the forced response of these systems.



Course Learning Objectives (CLOs) This course aims to To introduce students to the fundamental concepts of the mechanics of deformable bodies along with state-of-the-art computational methods in civil engineering. The range of material behavior considered includes: Finite Deformation Elasticity

Course Content

UNIT – I

Basic Concepts: Definition of stress and strain at a point, components of stress and strain at a point, strain displacement relations in Cartesian co-ordinates, constitutive relations, equilibrium equations, compatibility equations and boundary conditions in 2-D and 3-D cases, plane stress, plane strain –Definition. 08Hrs

UNIT – II

Two-dimensional problems in Rectangular Coordinates: Airy’s stress function approach to2-D problems of elasticity. Solution by Polynomials – End Effects, Saint – Venant’s Principle – solution of some simple beam problems, including working out of displacement components. 10 Hrs

UNIT – III

Two - dimensional problems in Polar coordinates: General equation in Polar coordinates –Strain and displacement relations, equilibrium equations - Stress distribution symmetrical about an axis –Pure bending of curved bars – Displacements for symmetrical stress distributions –Bending of a curved bar by a force at the end – The effect of a small circular hole on stress distribution in a large plate subjected to uni-axial tension and pure shear .Analysis of thick cylinders. 10 Hrs

UNIT – IV Analysis of Stress and Strain in Three Dimensions: Introduction – Principal stresses –Determination of the principal stresses and principal planes.– Stress invariants – Determination of the maximum shearing stress- Octahedral stress components, Principal strains – strain invariants. 10 Hrs

UNIT – V FE APPROACH: 2D and 3D Elements - CST, LST, Rectangular family, Tetrahedra and Hexahedra : Shape functions, element stiffness matrix, equivalent loads, isoparametric formulation of triangular and general quadrilateral elements, axisymmetric elements, Gauss quadrature. 14Hrs TEXT BOOK: 1. Timoshenko and Goodier, “Theory of elasticity”, McGraw Hill Book Company, III Edition, 1983.

2. Valliappan. S, “Continuum Mechanics fundamentals”, Oxford and IBH.

3. Robert D Cook et al, “Concepts and Applications of Finite Element Analysis”, 3rd Edition, John Wiley

and Sons, New York

Course Title : CONTINUUM MECHANICS - CLASSICAL AND FE APPROACH

Course Code: P15MCAD13 Semester : I L-T-P-H: 4 – 0 – 0 - 4 Credits:4




REFERENCE BOOKS

1. Srinath. L.S., Advanced Mechanics of Solids”, Tata McGraw-Hill Publishing Co ltd., New Delhi

2.Bathe. K.J, “Finite element procedures in Engineering Analysis”.PHI. New Delhi

3. Zienkiewicz. O.C, “The Finite Element Method”, Tata-McGraw-Hill PublishingCompany

4. Krishnamoorthy C.S, “Finite Element Analysis”, Tata-McGraw-Hill PublishingCompany

Course Outcome

On successful completion of this course, students are able to 1. Formulate, analyze and solve problems in elasticity using classical approach.

2. Understand the formulation of and implementation of Isoparametric finite element models for two and

three-dimensional deforming bodies

3. Use finite element methods for solving continuum mechanics problems.

4. Read and Comprehend scientific articles in the field of Computational Mechanics of deformable

bodies



Course Learning Objectives (CLOs)

This course aims to know To study the elements of construction project management consisting of owners’ perspective, organization, design, and construction procedure, resource utilization and cost estimation. To provide an engineering view of optimization as a tool for design. The course will also concentrate on the mathematical and numerical techniques of optimization as applied to structural engineering problems

Course Contents

UNIT -I

Project management-introduction, project planning, project scheduling, project controlling, role of decision in project management, techniques for anlysing alternatives: operation research, method of planning and programming. Project organization- types of organization and principles of organization. Bar chart and mile stone chart-development of Bar charts, illustrative examples, short comings of Bar charts and remedial measures, Milestone charts. Job layout- factors effecting job layout, advantages of a good job layout. Work break down structure. Line of balance (LOB) Technique. 10Hrs

UNIT -II

Application of CPM and PERT. PERT: Time computations- Earliest expected time, formulation for TE,

Latest allowable occurrence time, Formulation for TL, Combined tabular computation for TE and TL

Problems. PERT: Network Analysis, slack critical path and problems. CPM: Network analysis- activity time estimates, Float, critical activities and critical path, illustrative examples and problems. 10Hrs

UNIT III

CPM: Cost model –Project cost, indirect project cost, direct project cost, slope of direct cost curve, total project cost and optimum duration, controlling the network for cost optimization, steps in time-cost optimization and problems. CPM Updating Up-dating: process. Data required for updating, steps in process of updating. When to update-problems. Resources allocation: resource usage profiles: histograms, resources smoothing, resource leveling and problems. 10Hrs

UNIT IV

Classical Optimization Techniques: Engineering applications, statement of optimization problem, classification of optimization problems, optimization techniques, single variable optimization, multi-variable optimization with no constraints, with equality constraints-Lagrange multiplier-method, constrained variation method and with inequality constraints Kuhn Tucker conditions. 10Hrs

Course Title : CONSTRUCTION PROJECT MANAGEMANET AND STRUCTURAL OPTIMIZATION





UNIT V Linear Programming: Standard form of Linear programming problem, Simplex method, revised simplex method. 10Hrs Text Books:

1. Dr. B C Punmia and Khandelwal, “Project Planning and Control with PERT and CPM ”Laxmi

publications Pvt. Ltd.

2. S Seetharaman “Construction Engineering and Management” 2NDedition,Umesh Publications,

Delhi.

3. Srinath L S “Pert and CPM”, East West Press Pvt, Ltd. New Delhi.

4. S S Rao “Engineering Optimization theory and practice”, Third enlarged edition, New age

International Publishers.

5. Hamdy A Taha “Operations Research an introduction”, Micro print Pvt. Ltd.

Reference Books:

1. Peurifoy R L “ Construction Planning, Equipment and Methods”, McGraw Hill publications.

2. Frank Harris and Ronald Mc Caffer “Modern Construction Management”, 4th Ed Black well

Science Ltd.

3. Fox R L, “Optimization Methods for Engineering Design”, Addison Wesley, 1971.

4. S S Bhavikatti, “Structural Optimization using SLP” – Vikas Publishing House Pvt, Ltd.

Course Outcome (CO)

On successful completion of this course, students are able to Understand the need and concepts of design optimization

To use conventional and modern optimization methods in structural applications.



This Course forms a prerequisite course for Strength of materials

Course Learning Objectives (CLOs) This Course aims to Understand the concept of shear and torsion in PSC. To study the different types of composite beam and its behavior in flexural and shear. To discuss the precast bridge girders, segmental constructions and external prestressing.

Course Content

UNIT – I

Anchorage Zone stress in post-tensioned members-Introduction to PSC, stress distribution in end block, investigations on anchorage zone stress, Magnel and Guyon’s methods, comparative analysis, anchorage zone reinforcement. 10Hrs

UNIT – II Shear and torsional resistance- Shear and principal stresses, ultimate shear resistance, design of shear reinforcement, torsion, design of reinforcement for torsion. 10Hrs

UNIT – III

Composite Beams-Introduction, types of composite beams, analysis for stress, differential shrinkage, serviceability limit state, design for flexural and shear strength. 10Hrs

UNIT – IV Tension members and compression members-Introduction, ties, Columns, Short columns, long columns, biaxially loaded columns, pre-stressed concrete piles. Slab and grid floors- Types of floor slabs, design of one way, two way and flat slabs. Distribution of prestressed tendons, analysis and design of grid floors. 10Hrs

UNIT – V Precast elements-Introduction, pre-stressed concrete poles, manufacturing techniques, shapes and cross sectional properties, design loads, design principles. Railway sleepers-classification and manufacturing techniques, design loads, analysis and design principles. Pre-cast bridge girders and segmental constructions, external pre-stressing. 12Hrs Text Book: 1. Lin.T.Y and H.Burns, “Design of pre-stressed concrete structures”-John Wiley and sons,1982.

2.N.Krishnaraju, “Pre-stressed concrete”- Tata McGraw-Hill,3rd edition,1995.

Course Title : ADVANCED DESIGN OF PRESTRESSED CONCRETE STRUCTURES





Reference Books: 1. P.Dayaratnam, “Pre-stressed concrete structures”-Oxford and IBH, 5th edition, 1991.

2.G.S.Pandit and S.P.Gupta, “Pre-stressed concrete structures”-CBS Publishers, 1993.

3. Guyon, “Pre-stressed concrete structures”, Contractors Record books,1963.

4.IS:1343:1980

Course outcome

On successful completion of this course, students are able to understand and explain,

1. Anchorage Zone stress in post-tensioned members

2. Shear and torsional resistance

3. Composite Beams

4. Tension members and compression members

5. Slab and grid floors

6. Precast elements

7. Railway sleepers



Course Learning Objectives (CLOs) This Course aims to Mechanization through construction equipment, fabrication, concrete production, segmental construction of bridge.

Course Content

UNIT-I Introduction to mechanization, Definition, advantage and limitations of mechanization, Indian scenario and global scenario. 10Hrs

UNIT-II

Mechanization through construction equipment, equipment cost, machine power, production cycle-dozers, scrapers, excavators, finishing equipment, trucks and hauling equipment, hoisting equipment, draglines and clamshells 10Hrs

UNIT-III

Mechanization in rebar fabrication, mechanization in concrete production and placements, mechanization through construction-form work and scaffolding-types, materials and design principles. 12Hrs

UNIT-IV

Mechanization through construction methods/technologies-segmental construction of bridges/fly overs, box pushing technology for tunneling, trench-less technology. 10Hrs

UNIT-V

Mechanization in aggregate manufacturing-natural aggregates and recycled aggregate, safety and environmental issues in mechanization. 10Hrs TEXT BOOKS 1. Peurifoy R.L, “construction planning, equipment and methods”, McGraw Hill publicaions

2.Shetty, M.S. (2005), “Concrete Technology Theory and Practice”, S.Chand and company, New Delhi..

REFERENCE BOOKS 1. James F Russell, “construction equipment”, Prentice hall

2.Santha Kumar, A.R., (2007), “Concrete Technology”, Oxford University Press

Course Outcome (CO)

On successful completion of this course, students are able to understand and explain, Mechanization through construction equipment, fabrication, concrete production, segmental construction of bridge.

Course Title : MECHANIZATION IN CONSTRUCTION

Course Code: P15MCAD143 Semester: I L-T-P-H: 4 – 0 – 0 - 4 Credits:4




Course Learning Objectives (CLOs) This course aims to Focus on how to Plan a site investigation, classify and characterize soils for foundation design to estimate the capacity of foundations, and the settlement of the soil under the foundation load as well as computation of earth pressure and stability of different types of retaining structures.

Course Content

UNIT – I Retaining structures: Earth pressure theories, fill walls, concrete/gravity walls, sheet pile walls, internally braced excavations (struts), externally braced excavations (tieback excavations), 10 Hrs

UNIT – II

Introduction to landslide phenomenon, types and causes of slope failure, practical application, effect of seepage, submerged and sudden draw down condition. 10Hrs

UNIT – III

Stability analysis of infinite slopes with and without pressure, stability analysis of finite and infinite slopes, concept of factors of safety, pore-pressure coefficients, friction circle method, method of slices, Bishop’s method. 12Hrs

UNIT – IV

Reinforced earth-Introduction, basic mechanics of reinforced earth of soil reinforcement, reinforced earth retaining wall, wall with reinforced backfill, reinforced earth slab. 10Hrs

UNIT – V

Code of practice, R.C.C design of foundations with Strap beams, Raft foundation and annular raft foundation for overhead tank. 10Hrs Text Books: 1. Swamy Saran, Analysis and Design of substructure, 5th edition, Oxford and IBH Publishing co., Pvt,

Ltd, New Delhi,1996.

2. Dr. B C Punmia, “Soil Mechanics and Foundations”. Dr. B.C. Punmia, Ashok Kumar Jain, Laxmi

Publications, 113, Golden House, Darya Ganj, New Delhi - 110002, India.

3. V.N.S Murthy, principles of soil mechanics and foundation engineering, U.B.S publishers Pvt Ltd.

Reference Books: 1. Tschebotoriff. G.P, “Foundations, Retaining and Earth Structures”, McGraw Hill. Publications

2. Srinivasulu. P. and Vaidyanathan, V. (1980).“Handbook of Machine Foundations”, Tata McGrawHill

publications.

3. L.W.Abramson,T.S Lee, S Sharma and G M Boyce, “Slope stability and Stabilization Methods”,

Willey interscience publications.

Course Title : Stability Analysis of Slopesand Earth Retaining Structures





Course Outcome

On successful completion of this course, students are able to

1. Plan a subsurface exploration

2. Evaluate appropriate bearing capacity correction factors to use in design

3. Identify strategies to mitigate the effects of expansive soils on foundations

4. Select the appropriate deep foundation type for different soil profiles

5. Compute earth pressure and implement the design procedure for block foundation

Course Learning Objectives (CLOs) This course aims to To illustrate the quintessential differences in the design of stack, tower and water storage structural systems vis-à-vis other structural systems.

Course Content

UNIT – I Steel Chimneys: Lining for chimneys – breach opening – Forces acting on steel chimneys including seismic forces –Analysis Design and Detailing of RC chimneys for different load combinations. Design of thickness of steel plate – Design of base plate – Design of anchor bolts – Design of foundation. 12 Hrs

UNIT – II

Transmission line towers of various shapes and member types :Loads on towers – Analysis and design of steel transmission line towers. Design of foundations. 10 Hrs

UNIT – III

Trestles :Analysis and design of Steel Trestles for vertical and horizontal loads. 10 Hrs

UNIT – IV Water Storage structures :Properties of un-cracked section – Calculation of thickness and reinforcement for liquid retaining structure, design and detailing of underground and at ground level. 10 Hrs

UNIT – V

Overhead water tanks :Circular, Rectangular on framed and Shaft type of Staging systems as per IS 3370 Parts 1 to 4. 10 Hrs TEXT BOOKS: 1. Ramachandra, “Design of Steel structures” Vo1 and Vo12, Scientific Publishers-Jodhpur

2. S.K. Duggal, “Design of Steel structures”. Tata McGraw-Hill Education, 2000

3. Vazirani & Ratwani, “Design and Analysis of Steel Structures”, Khanna Publishers, 2010

Course Title : Design of Stack, Tower and Water Storage Structural Systems





REFERENCE BOOKS: 1. IS : 6533- Code of Practice for Design and Construction of steel chimneys.

2. IS: 802-Use of structural steel in overhead transmission line towers —Code of practice - Part 1

material, loads and permissible stresses

3. IS:4091- Code of practice for design and construction of foundations for transmission line towers and

poles

4. IS: 3370 -Part 1 to 4

Course Outcome (CO)

After learning all the units of the course, the student is able to 1. Learn techniques for quantifying load induced actions on these structural systems.

2. Calculate load induced Response of these systems and proportion them for structural adequacy in terms

of strength, stiffness and functional as well as durability requirements.

3. Envision the general approach for the design of structural systems intended for special purposes.



Course Learning Objectives (CLOs) This course aims to Expert systems are the most mature and widely used commercial application coming out of artificial intelligence. In an expert system, the computer applies heuristics and rules in acknowledge-specific domain to render advice or make recommendations, much like a human expert would.

Course Content

UNIT I Artificial Intelligence: Introduction: AI – Applications fields, defining the problems – state space representation – problem characteristics – production system – production system characteristics. Knowledge Representation: Formal logic – predicate logic – logic programming – forward v/s backward reasoning – matching control knowledge. 10 Hrs

UNIT II Search and Control: Concepts – uninformed / blind search: depth first search – breadth first search - bi-directional search –informed search – heuristic graph search – generate and test - hill climbing – best–first search – AND OR graph search. Non-formal Knowledge Representation – semantic networks – frames – scripts – production systems. Programming in LISP. 10 Hrs

UNIT III Expert Systems: Their superiority over conventional software – components of an expert system – expert system life cycle– expert system development process – nature of expert knowledge – techniques of soliciting and encoding expert knowledge. Inference: Forward chaining – backward chaining – rule value approach. 10 Hrs

UNIT IV Uncertainty : Symbolic reasoning under uncertainty: logic for non-monotonic reasoning. Statistical reasoning: Probability and Bayes’ theorem – certainty factor and rule based systems – Bayesian network –Dempster– Shafer theory. 12 Hrs

UNIT V Fuzzy reasoning and Neural Networks: Features of rule-based, network- based and frame -based expert systems – examples of expert systems in Construction Management and Structural Engg. Expert system shells. Neural Networks: An introduction– their possible applications in Civil Engineering. 10 Hrs Text Books 1. Adeli, H., “Expert Systems in Constructions and Structural Engg”, Chapman &Hall, New York

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

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

2. Rolston ,D.W., “Artificial Intelligence and Expert Systems” McGraw Hill, New York.

Course Title : Application of AIand Expert Systems in Structural Engineering





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

Course Learning Outcome (CLO)

On completion of this course, students are able to

1. Use expert systems to achieve fairly high levels of performance in task areas which require a gooddeal

of specialized knowledge and training.

2. Develop expert systems to perform tasks which are physically difficult, tedious, or expensive tohave a

human perform.



Course Learning Objectives (CLOs) This course aims to

1. Understand the properties of building materials. 2. Hands on experience by doing experimentally.

Course Content

1. 1.Design of concrete mixes according to Indian standards, American concrete institute standards,

British standards. General features, Mix design procedures Design examples.

2. Design of High strength concrete mixes General features, Mix design procedures, Design

examples.

3. To determine Ultimate strength of RC beam members. Diagonal tension or Shear and Bond

4. Making and Steam Curing of Concrete Test Specimens in the Laboratory

5. Non-destructive Testing - Rebound Hammer test, Ultrasonic Pulse Velocity test

6. Preparation of Sub-Soil Investigation report.

TEXT BOOK 1. Properties of Concrete –Neville.A.M.- ELBS Edition

2. IS 10262-2009

3. ACI Code for mix design

References: 1. Concrete Manual – Gambhir – Dhanpat Rai & Sons, New Delhi

2. Manual of Soil Laboratory Testing-Head K.H. Princeton press, London.

3. Design of concrete mixes – N.Krishna Raju, CBS publishers and distributors.



1. Design concrete mixes using various codes

2. Design concrete mixes using admixtures

Course Title : MATERIALS TESTING LABORATORY

Course Code: P15MCADL17 Semester : I L-T-P-H: 0 – 0 – 3 Credits:02

Contact Period : Lecture :39Hr Weightage :CIE:50% SEE:50%



Course Learning Objectives (CLOs) This course aims to The primary objective of this course is to learn classical methods in theory of plates pertaining to the analysis of solids. Focus will be given to the use of general relationships in the solution of plate bending problems. Use finite Difference methods in plate analysis.

Course Content

UNIT – I Bending of plates: Introduction - Slope and curvature of slightly bent plates – relations between bending moments and curvature in pure bending of plates – strain energy in pure bending – Differential equation for cylindrical bending of long rectangular plates Differential equation for symmetrical bending of laterally loaded circular plates – uniformly loaded circular plates with and without central cutouts, with two different boundary conditions (simply supported and clamped). Centrally loaded clamped circular plate. 12Hrs

UNIT – II

Simply supported rectangular plates: Differential equation of the deflection surface –boundary conditions. Simply supported rectangular plates subjected to harmonic loading. Navier’s solution for simply supported plate subjected to udl, patch udl, point load and hydrostatic pressure –Bending of rectangular simply supported plate subjected to a distributed moments at a pair of opposite edges.10 Hrs

UNIT – III Rectangular plates with different Edge conditions: Bending of rectangular plates subjected to udl(i) two opposite edges simply supported and the other two edges clamped, (ii) three edges simply supported and one edge built-in and (iii) all edges built-in. Bending of rectangular plates subjected to uniformly varying lateral load (i) all edges built-in and (ii) three edges simply supported and one edge built-in.10 Hrs

UNIT – IV

Large Deflections of Plates: Approximate formulae for uniformly loaded circular plate, exact solution for circular plate with clamped edge, rectangular plates with simply supported edges. 10 Hrs

UNIT – V

Finite Difference approach: Application of finite difference technique for the analysis of isotropic rectangular plates subjected to uniformly distributed lateral loads. Use of standard computer packages for the analysis of Plates. 10Hrs

TEXT BOOK: 1. Timoshenko and Krieger, “Theory of Plates and Shells”, McGraw-Hill International Book Company. 2. Chandrashekara K, “Theory of Plates”, University Press 3. Robert D Cook et al, “Concepts and Applications of Finite Element Analysis”, 3rd Edition, John Wiley and Sons, New York

Course Title : ANALYSIS OF PLATES

Course Code: P15MCAD21 Semester : II L-T-P-H: 4 – 0 – 0 - 4 Credits:4




REFERENCE BOOKS: 1. Szilard. R, “Theory and analysis of plates-classical and numerical methods” Prentice Hall.

2. Ugural A C, “Stress in Plates and shells”, McGraw-Hill International Book Company.

3. Bathe.K.J, “Finite element procedures in Engineering Analysis”. PHI. New Delhi

Course Outcomes

After learning all the units of the course, the student is able to

1. apply knowledge of mathematics, science, and engineering related to plate theory

2. use finite element methods in plate analysis



Course Learning Objectives (CLOs) This course aims to This course integrates information from various engineering and scientific disciplines in-order to provide a rational framework for the design of earthquake-resistant structures. The focus of the course is on building structures. The course emphasizes on understanding the fundamental factors that influence and control the response of such structures.

Course Content

UNIT – I

Seismic Hazard Assessment : Engineering Seismology – Definitions, Introduction to seismic hazard, earthquake phenomenon –seismotectonics and seismic zoning of India – Earthquake monitoring and seismic instrumentation –Characteristics of strong Earthquake motion - Estimation of earthquake parameters – Microzonation 12Hrs

UNIT – II

Earthquake Effects on Structures: Response to ground acceleration – response analysis by mode superposition – torsional response of buildings -response spectrum analysis – selection of design earthquake – earthquake response of base isolated buildings – earthquake response of inelastic structures, allowable ductility demand response spectra / average response spectra - Design response spectra - Evaluation of earthquake forces – (IS1893 – 2002). – Effect of earthquake on different types of structures – Lessons learnt from past earthquakes. 10 Hrs

UNIT – III

Concepts of Earthquake Resistant Design: Structural systems / Types of buildings – causes of damage – planning consideration / architectural concept (IS 4326 – 1993) (Do’s and Don’ts for protection of life and property) – philosophy and principle of earthquake resistant design – guidelines for earthquake resistant design. 10 Hrs

UNIT – IV Earthquake Resistant Earthen and Masonry Buildings :Earthquake resistant low strength masonry buildings, strength and structural properties of masonry –lateral load - design considerations 10Hrs

UNIT – V Earthquake Resistant Design of RCC Buildings – Material properties – lateral load analysis– design and detailing. Basic concepts of seismic base isolation and seismic isolation systems. 10Hrs TEXT BOOK: 1.PankajAgarwal and Manish Shrikhande, “Earthquake Resistant Design of Structures”, Prentice

Hall of India, 2006.

2. S K Duggal, “Earthquake Resistant Design of Structures”, Oxford University Press, 2007.

Course Title : SEISMIC RESISTANT DESIGN OF STRUCTURAL SYSTEMS





REFERENCE BOOKS: 1. Chopra, A.K. “Dynamics of structures”, Prentice-Hall of India Pvt. Ltd. New Delhi.

2. Ghose, S.K. “Earthquake Resistance Design of Concrete Structures”, SDCPL –R&D Center –

New Mumbai 73.

3. Jaikrishna et al. “Elements of Earthquake Engineering”, South Asia Publishers, New Delhi

Course Learning Outcome


1. Establish a performance-based framework to assess seismic response

2. Select appropriate structural systems, configurations and proportions,

3. Use design procedures capable of reliably achieving specified performance goals.



Course Learning Objectives (CLOs) This course aims to To provide a detailed treatment of buckling characteristics of various structural elements, and to present different methods to solve stability problems including integration with finite element procedures.

Course Content

UNIT – 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 pinned-pinned, fixed-fixed, fixed-free and fixedpinnedcolumns. 10Hrs

UNIT – 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. Columns subjected to non-conservative follower and pulsating forces. 10Hrs

UNIT – III

Stability analysis by finite element approach: Derivation of shape functions for a two noded Bernoulli-Euler beam element (lateral and translational dof) –element stiffness and Element geometric stiffness matrices – Assembled stiffness and geometric stiffness matrices for a discretised column with different boundary conditions – Evaluation of critical loads for a discretised (two elements) column (both ends built-in). Algorithm to generate geometric stiffness matrix for four noded and eight noded isoparametric plate elements. Buckling of pin jointed frames (maximum of two active dof)-symmetrical single bay Portal frame. 10 Hrs

UNIT – IV Buckling of simply supported rectangular plate: Buckling of uniformly compressed rectangular plate simply supported along two opposite sides perpendicular to the direction of compression and having various edge condition along the other two sides- Buckling of a rectangular plate simply supported along two opposite sides and uniformly compressed in the direction parallel to those sides. 10 Hrs

UNIT – V

Buckling of simply supported rectangular plate – Combined effects: Buckling of a simply supported rectangular plate under combined bending and compression – Buckling of rectangular plates under the action of shearing stresses – Other cases of buckling of rectangular plates. 12 Hrs

Course Title : Structural Stability Analysis – Classical and FE Approach





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

New Delhi.

2. Zeiglar.H,” Principles of Structural Stability”, Blaisdall Publication

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

Wiley and Sons, New York

REFERENCE BOOKS: 1. Rajashekaran. S, “Computational Structural Mechanics”, Prentice-Hall, India.

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

Course Outcome


1. Understand the concepts of stability; types of buckling

2. Compute buckling loads of columns; elastic buckling of frames and Plates



Course Learning Objectives (CLOs) This course aims to The primary objective of this course is to learn classical methods in advanced mechanics of materials. Focus will be given to the use of general relationships in the solution of mechanics problems.

Course Contents

UNIT– I

Torsion: Torsion of straight bars of elliptic cross section – St.Venants semi-inverse method and Prandtl’s function approach – membrane analogy – torsion of a bar of narrow rectangular cross section torsion of thin walled open cross sections – torsion of thin walled tubes. 10Hrs

UNIT – II

Curved beams: Introduction, circumferential stress in a curved beam, radial stresses in curved beams, correction for circumferential stresses in curved beams having I, T, or similar cross sections, deflections of curved beams, statically indeterminate curved beams, closed ring subjected to a concentrated load. 10Hrs

UNIT – III

Shear center for thin-wall beam cross sections: Definition of shear center in bending approximations employed for shear in thin-wall beam cross sections, shear flow in thin-walled beam cross sections, shear center for singly symmetric and unsymmetrical sections. nonsymmetrical bending of straight beams:, symmetrical and nonsymmetrical bending, bending stresses in beams subjected to nonsymmetrical bending, deflections of straight beams subjected to nonsymmetrical bending. 12Hrs

UNIT – IV

Beams on elastic foundations: General theory, infinite beam subjected to concentrated load, boundary conditions, infinite beam subjected to a distributed load segment, semi-infinite beam with different end conditions subjected to concentrated load and moment at its end - short beams. 10Hrs

UNIT-V

Structures subjected to out of plane loading: Analysis of simple bents, frames, grids and beams circular in plan – cantilever beams, semicircular continuous beams with three equally spaced supports, circular beams with different number of equally spaced supports. 10Hrs

TEXTBOOKS: 1.Arthur P. Boresi and Omar M. Sidebottom: "Advanced Mechanics of Materials", Fourth Edition,John

Wiley & Sons, 1985

2. James M. Gere and S. P. Thimoshenko: "Advanced Mechanics of Materials", Second Edition,

CBS Publishers, New Delhi, 2000.

REFERENCEBOOKS: 1. Ugural.A.C. andFenster.S.K, "Advanced Strength of material and Applied Elasticity", Arnold

Course Title : ADVANCED MECHANICS OF MATERIALS





Publishers, 1981.

2. Junnarkar.S.B., "Mechanics of Structures", Volume - III, Charotar Publications, Anand.

Course Outcome (CO)

On completion of this course, students are able to 1. Apply knowledge of mathematics, science, and engineering related to shell theory.

2. Use finite element methods in shell analysis and design, ability to design special and long span roofs.

Course Learning Objectives (CLOs) This course aims to The primary objective of this course is to learn advanced methods for solving problems in vibrations. Focus will be given to the use of general relationships in the solution of linear and non-linear problems. The course also addresses other sources of vibrations such as blast and water waves.

Course Contents

UNIT-I Analysis of Dynamic Response of MDOF Systems by Direct Integration: Basic concept of direct integration methods – central difference methods - Wilson Method –Newmark Method –Stability and accuracy of direct integration method. 10Hrs

UNIT-II

Non-liner Structural Response – Classification of non-linear analysis – Systems with nonlinear characteristics – formulation of incremental equations of equilibrium – numerical solution of nonlinear equilibrium equations for single degree freedom systems - liner acceleration step by step method,elastoplasticbehaviour, algorithm for the step by step solution for elastoplastic SDOF system.Newmark Method – Wilson Method Response spectra – construction of a response spectrum,response spectrum for support disturbance, tripartite response spectra, response spectra for inelasticdesign.Non-liner Response of MDOF Systems – incremental equation of motion, Wilson method. 10Hrs

UNIT-III Introduction to Random Vibration – Random functions, normal and Rayleigh’s distribution, correlation, Fourier transform, spectral analysis, spectral density function, response to random excitation. 10Hrs

UNIT-IV Blast Loads on Structure: Sources of Blast Loads – shock waves – sound speed and Machnumbers. Shock pressure. Determination of blast loads – defining blast loads – structure loading. Strain rate effects – approximate solution technique for SDOF systems. 10Hrs

Course Title : ADVANCED STRUCTURAL DYNAMICS





UNIT-V

Basic Concepts of Water Waves – Linear wave theory – dispersion equations – wave particle velocities- wave energies. Non linear waves- Stokes wave theory – Cnoidal Wave theory – stream function wave theory. Waves transformations – Shoaling - refraction – diffraction – dissipation –breaking. Wave statistics – significant wave – short term statistics – wave spectra – long term statistics. Wave information – wave measurements – Hind casts. Response of Structures to Water Waves: Morrison equation, force coefficient, linearized Morrison equation, inclined cylinders – transfer lift forces. Diffraction theory- scattering problem – wave forces on vertical walls – wave forces on a low vertical wall - wave forces on a rectangular structure. 12Hrs TEXT BOOKS: 1. Mario Paz, “Structural Dynamics, Theory and Computation”, 2nd Edition, CBS Publisher and

Distributors, New Delhi.

2. Mukopadyaya, “Vibration, Dynamics and Structural Problems,” Oxford IBH Publishers New Delhi.

REFERENCE: 1. Ray W Clough and J Penzien, “Dynamics of Structures”, 2nd Edition, McGraw-Hill, New Delhi. 1989.

2. Joseph W Tedesco, William G McDougal, D.Allen Ross, “Structural Dynamics Theory and

applications”, Publishers Addison Wesley Longman, Inc. Menlo Park, California 94025.


On completion of this course, students are able to Apply knowledge of mathematics, science, and engineering related to vibration theory.




This course aims to Use the concept of ground improvement techniques. Understand the grouting and its types.

Course Contents UNIT-I

Ground Improvement: Definition, Objectives of soil improvement, classification of ground improvement techniques, Factors to be considered in selection of best soil improvement technique, mechanical modification, compaction, principle of densification, effect of compaction on engineering properties of soil, field compaction, shallow and deep compaction. 10Hrs

UNIT-II Hydraulic modification: Definition, aim, principle, techniques, lowering of water table, design of dewatering system, preloading, vertical drain, sand drains, electro-kinetic dewatering. 10Hrs

UNIT-III Chemical modification-Definition, aim and methods, cement stabilization, stabilization using flyash, lime stabilization bitumen, tar, asphalt in stabilization. 10Hrs

UNIT-IV

Grouting- Introduction, Chemicals and materials uses, types of grouting, grouting procedure, applications of grouting, anchors, rock bolt and soil nailing. 12Hrs

UNIT-V

Geosynthetics-Introduction, geo-synthetic types, properties of geo-synthetics, application of geo-synthetics. 10Hrs TEXT BOOKS: 1.Ground Improvement Techniques- Purushotham Raj P(1999),Laxmi Publications,NewDelhi.

2.Constrution and geotechnical method in Foundation engineering-Koernar.R.M(1985), Mac Graw Hill

Pub.co.,NewYork.

REFERENCE BOOK: 1.Engineering principles of ground modification-Manfred Hausmann (1990)- McGrawHill

Pub.co.,NewYork.

2.Methods of treatment of unstable ground-Bell,F.G(1975),Butterworths, London

3.Soilstablisation: Principles and practice-Ingles.c.g and Metcalf J.B.(1972),Butterworths, London

Course Outcome (CO) On completion of this course, students are able to understand and explain

1. Ground Improvement

2. Hydraulic modification 3. Chemical modification

4. Grouting

5. Geosynthetics.

Course Title : GROUND IMPROVEMNET TECHNIQUES






This course aims to Understand the advanced principles of the design of hot-rolled and cold-formed steel structural members. Reference is made to the IS 800 and 811 standards, explaining the underlying theory for the provisions in these standards. The objectives are to provide students with advanced knowledge of steel structural design and confidence to apply the underlying principles to solve a wide range of structural steel problems.

Course Content

UNIT – I Plastic Analysis: Introduction, Ductility of steel, fully plastic moment of mild steel sections, plastic hinges and shape functions, basic theorems of plastic analysis, plastic analysis of continuous beams and portal frames (Single bay and Single storey only) 12 Hrs

UNIT – II 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. 10 Hrs

UNIT – III

Members Subjected to Combined Forces: 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, effective length of columns-, methods in IS 800 – Examples. Beams subjected to Torsion and Bending: Shear center and warping, methods of evaluating the torsional effects, IS 800 Code provisions, and Design examples: Rolled and hollow sections 10 Hrs

UNIT – IV 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 castellated beams, Vierendeel girders. 10 Hrs

UNIT – V Cold formed steel sections and Tubular sections: Techniques and properties, advantages, typical profiles, Stiffened and un-stiffened elements, Local buckling effects, effective section properties, IS 811 code provisions- numerical examples, beam design, column design. Design principles of rounded tubular structures, permissible stresses, design of tension members, compression members and beams, connections. 10Hrs Text Books 1. N. Subramanian, “Design of Steel Structures”, Oxford,IBH.

2. Duggal.S.K.,“Design of Steel structures”. Tata McGraw-Hill Education, 2000.

Course Title : ADVANCED DESIGN OF STEEL STRUCTURES





References: 1. IS 1641, 1642,1643

2. IS 800: 2007, IS 811

INSDAG Teaching Resource Chapter 11 to 20: www.steel-insdag.org

Course Learning Outcome On completion of this course, students are able to

1. Understand the background to the design provisions for hot-rolled and cold-formed steel structures,

including the main differences between them.

2. Proficiency in applying the provisions for design of columns, beams, beam-columns

3. Design structural sections for adequate fire resistance

Course Learning Objectives (CLOs) This course aims to This course constitutes a transition from general building systems topics to specific applicationswithin the context of structural engineering. It provides the foundation for advanced design andbridge analysis and integrates the finite element approach.

Course Contents

UNIT I Introduction to bridge engineering :Historical background of bridges and types. Bridge aesthetics and proportioning..Bridge geometry. Conceptual design of various structural forms. Foundations with or without piles; abutments, retaining walls and wing walls; columns and cap beams; bearings. 10Hrs

UNIT II

Loads on bridges (IRC6-2010) :Class 70 R, Class AA, Class A , Class B , tracked vehicle, wheeled vehicle, load combinations, impact, wind, water currents, longitudinal forces: acceleration, breaking and frictional resistance, centrifugal forces, temperature, seismic forces, snow load, collision loads. Load combinations. 10Hrs

UNIT III

Design of Elevated Bridges: Solid slab bridges, Simple Girder bridges, PSC Girder Bridges 10Hrs

UNIT IV Design of Underpass - Box Culverts 12Hrs

Course Title : DESIGN OF STRUCTRAL SYSTEMS IN BRIDGES





UNIT V

FE Concepts: Discrete and continuum models of bridge deck – spine, grillage, surface models, bridge piers, support and loading conditions, soil-structure interaction 10Hrs TEXT BOOKS 1. Krishna Raju N “ Design of Bridges,” Oxford, IBH Publications New Delhi.

2. JohnsonVictor, “ Essential of Bridge Engineering,” Oxford, IBH Publications, New Delhi

3. Ponnuswamy, S., “Bridge Engineering”, Tata McGraw Hill, 2008.

REFERENCES: 1. IRC112 - 2011 “Code of Practice for Concrete Road Bridges and Railway Board Codes”

2. Jagadeesh. T.R. and Jayaram. M.A., “Design of Bridge Structures”, Prentice Hall of India ,2004.

3. Raina V.K.” Concrete Bridge Practice” Tata McGraw Hill Publishing Company, New Delhi, 1991.

4. IITK-RDSO Guidelines on Seismic design of Railway Bridges- Provisions with Commentary and

Explanatory Examples , 2010



Design an elevate bridges,

Design an underpass,

Understand concept of bridge engineering

Explain FE concepts.



Course Prerequisites: Concrete Technology Objectives:

Course learning objectives (CLO)

This subject imparts a broad knowledge in the area of repair and rehabilitation of structures. Expected Outcome: Upon completion of this course, the student will be able to 1. Understand the properties of fresh and hardened concrete. 2. Know the strategies of maintenance and repair. 3. Get an idea of repair techniques. 4. Understand the properties of repair materials. Contents: • Properties of concrete • Repair materials • Repair techniques • Repairs to structures

Course Contents

Unit I Serviceability and Durability of Structures - Quality Assurance for concrete construction - Fresh concrete properties – Strength – Permeability - Cracking - Effects due to climate – Temperature – chemicals - Wear and erosion - Design and construction errors - Corrosion mechanism - Effects of cover thickness and cracking - Methods of corrosion protection – Inhibitors - Resistant steels – Coatings - Cathodic protection

10Hrs UNIT II

Diagnosis and Assessment of Distress - Visual inspection – Nondestructive tests – Ultrasonic pulse velocity method – Rebound hammer technique – ASTM classifications – Pullout tests – Core test 10Hrs

UNIT III Materials for Repair - Special concretes and mortar - Concrete chemicals - Special elements for accelerated strength gain - Expansive cement - Polymer concrete – Ferro cement, Fiber reinforced concrete - Fiber reinforced plastics. 10Hrs

UNIT IV

Techniques for Repair - Rust eliminators and polymers coatings for rebars during repair - Foamed concrete - Mortar and dry pack - Vacuum concrete - Gunite and shotcrete - Epoxy injection - Mortar repair for cracks - Shoring and underpinning. 12Hrs

UNIT V

Example of Repairs to Structures - Repairs to overcome low member strength – Deflection – Cracking - Chemical disruption - Weathering wear - Fire leakage - Marine exposure. 10Hrs Text Book: 1. Santha Kumar, A.R., (2007), “Concrete Technology”, Oxford University Press.

2. Shetty, M.S. (2005), “Concrete Technology Theory and Practice”, S.Chand and company, New Delhi

Course Title : REPAIR AND REHABLITAION





Reference Books: 1.Santha Kumar, A.R., (1996), “Concrete Chemical Theory and Applications”, Indian Society for

Construction Engineering and Technology, Madras.

2.Garas, F.K,.Clarke, J.L, Armer, GST (1997), “Structural assessment”, Butterworths, UK. 4. R.T. Allen

and S.C.Edwards, (1998), Repair of Concrete Structures, Blakie and Sons, UK.


On completion of this course, students are able to understand and explain

1. Serviceability and Durability of Structures

2. Diagnosis and Assessment of Distress

3. Materials for Repair

4. Techniques for Repair

5. Example of Repairs to Structures

Course learning objectives (CLO)

In professional design scenario, it is very important to use industry standard software’s in a proficient manner besides knowing the theoretical concepts of structural analysis. The programming exercises helps in understanding the implementation of algorithms in to a program.

Course Contents 1. Structural Analysis of 2D and 3D Trusses 2. Structural Analysis of Continuous Beams for different types of loadings and support conditions 3. Structural Analysis of 2D and 3D Rigid and Braced Frames for different types of loadings , support

conditions, section orientations and stiffness variation between columns and beams, Member offsets, End release, Tension only members, Active and Inactive member specifications, Soil - Structure Interaction Problems using Winkler Springs

4. Program Development for Matrix operations- Multiplication, Transpose, Inverse, Gauss elimination and Gauss-Siedel, Cholesky methods for solution of linear system of equations.

5. FE Analysis of Framed structures due to Seismic forces using modal dynamics 6. FE Analysis of Plane Stress and Plane Strain Problems 7. Flexural Behaviour of Slab Panels with different aspect ratio and boundary conditions

Course Title : CAD LAB

Course Code: P15MCADL27 Semester : II L-T-P-H: 0 – 0 – 4-3 Credits:02

Contact Period : Lecture :39Hr Weightage :CIE:50% SEE:50%





1. Use industry standard software in a professional set up. 2. Understand the elements of finite element modelling, specification of loads and boundary

condition, performing analysis and interpretation of results for final design 3. Develop customized design automation tools

Course learning objectives (CLO) To provide a detailed study of fundamental concepts for the design of RC structural elements, and to present different methods for the design of flat slab systems including integration with finite element procedures. The course also aims at explaining the underlying theory for the provisions in IS standards.

Course Contents

UNIT I Redistribution of Moments in RC Beams: Conditions for Moment Redistribution – Final shape of redistributed bending moment diagram – Moment redistribution for a two-span continuous beam– Advantages and disadvantages of Moment redistribution – Modification of clear distance between bars in beams ( for limiting crack width) with redistribution – Moment – curvature Relations of Reinforced Concrete sections . Curtailment of tension Reinforcement - code procedure – Numerical Example Analysis and design of Corbels 14Hrs

UNIT II

Design of Flat slab and Circular slab: Behavior of slab supported on stiff, flexible and no beams, equivalent frame concept, proportioning of slab thickness, drop panel and column head, transfer of shear from slab to column, direct design method, equivalent frame method – Design of circular slabs. 12hrs

UNIT III

Behavior and analysis of compression members and design of PORTAL FRAME : effective length ratios of columns in frames, code charts - modes of failure in eccentric compression, axial load - moment interaction equation, interaction surface for a biaxially loaded column. Slender columns simple portal frames with fixed base- (single bay , single storey) 14Hrs

UNIT IV

Design of storage structure(Silos and Bunkers):Introduction, Design of Rectangular & Circular Bunkers, Design of Silos by Janssen’s &Airy’s theory 12Hrs NOTE: Two questions to be set from each unit of 25 marks, Answer one question from each unit is compulsory.

Course Title : ADVANCED DESIGN OF RC STRUCTURAL ELE MENTS

Course Code: P15MCAD31 Semester : III L-T-P-H: 4 – 0 – 0 - 4 Credits:4




Text Books 1. S. Pillai, DevdasMenon- “Reinforced Concrete Design”,3/ED 3rd Edition

2. Varghese. P.C., “Advanced Reinforced Concrete design”, prentice, Hall of India, Neevpeth.

Reference Books: 1. Krishna Raju – “Advanced R.C. Design”, CBSRD,1986,

2. Park R. and Paulay, T., “Reinforced Concrete Structures”, John Wiley and Sons.

3. Karve. S.R. and Shah V.L., “Limit State theory and design of Reinforced Concrete”, PuneVidyarthi

GrihaPrakashan, Pune.



1. Use the concept of redistribution of moments in design

2. Develop equations for the design of compression members of arbitrary sections subjected to

general loading.

3. Compute effective length of columns based on structural framing, instead of simplified values.

Select proper method for Design of Flat slab systems.

Course learning objectives: Assessment of safety of structures is a very important task of structural engineers. The action and response are subjected to statistical variations and are probabilistic. The primary objective of this course is to learn different methods of evaluation of safety taking into account the variation of design parameters

Course Contents

UNIT – I Concept of variability in design parameters, applications of statistical principles to deal with randomness in basic variables, statistical parameters and their significance. characteristic strength and characteristic load, probability modeling of strength, geometrical dimensions, material properties and loading. Description of various probability distributions – Binomial, Poisson, Normal, Log-Normal, Beta, Gama, distributions. 10Hrs

Course Title : RELIABILITY ANAYSIS AND DESIGN OF ST RUCTURAL ELEMENTS





UNIT –II Testing of goodness – of – fit of distributions to the actual data using chi-square method and K.S Method. Statistical regression and correlation using least – square and chi – square methods. Statistical Quality control in Civil Engineering, - Application problems. 12 Hrs

UNIT –III Mean value method and its applications in structural designs, statistical inference, comparison of various acceptance and rejection testing 10 Hrs

UNIT –IV The Random variable, operation on one Random variable, expectation, multiple random variables, reliability distributions – basic formulation, the hazard function, Weibull distribution. Introduction to safety assessment of structures – reliability analysis using mean value theorem – I, II and III order Reliability formats. 10Hrs

UNIT – V Simulation techniques, reliability index - reliability formulation in various limit states, reliability based design, application to design of RC, PSC and steel structural elements 10Hrs TEXT BOOKS:

1. R.Ranganthan, “Reliability Analysis and Design of Structures”, Tata McGraw Hill publishing Co.

Ltd., New Delhi.

2. L S Srinath , “Reliability Engineering”, East West Press

REFERENCES:

1. John B.Kennedy and Adam M.Neville, “Basic Statstical Methods for Engineers and Scientists”,

Harper and Row Publishers, New York.

2. Ang A.H.S and W.H.Tang, “Probability concepts in Engineering planning and Design”, John

Wiley and sons, New York, Vol.I and II.

Course Outcomes:

On completion of this course, students are able to • Understand the concepts and techniques of reliability and probability distributions

• Define safety format or failure surface for a given actions and response along with their

statistics.

• Compute reliability index, for the given design details

• Arrive at mean value of a dominant design parameter for the target reliability index.

• Use simulation techniques to arrive at the statistics of design variables



Course Learning Objectives (CLOs) This course aims to The objective of this course is to introduce the mathematical and physical principles of plasticity and fracture mechanics and their applications to engineering design

Course Contents

UNIT– I

PLASTICITY: General concept, yield criteria, flow rules for perfectly plastic and strain hardening materials – simple applications, theories of failure. Plasticity models for concrete. 10Hrs

UNIT– 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. 10Hrs

UNIT– III

Elasto-plastic fracture mechanics :Crack-tip plasticity and in metals. Mixed mode problems and evaluation of critical fracture parameters. 12 Hrs

UNIT– IV

Fatigue damage theories, Fatigue test, endurance limit, fatigue fracture under combined loading, fatigue controlling factors, cumulative Fatigue damage concepts. 10Hrs

UNIT– V

Fracture of concrete: Review of concrete behavior in tension and compression, basic frameworks for modeling of quasi-brittle Materials, discrete crack concept/smeared crack concept and applications. 10Hrs Textbooks: 1. ValliappanS. "Continuum mechanics fundamentals" (1982), oxford IBH, New Delhi. 2. Broek, D., "Elementary engineering fracture mechanics", 4th edition, Martinusnijhoff (1987). Referencebooks: 1. Venkataraman and Patel “Structural mechanics with introduction to elasticity and plasticity” – McGraw Hill, 1990. 2. T. L. Anderson, “Fracture Mechanics- fundamentals and applications”, google.com

Course Outcome (CO)


1. To compute the stress intensity factor, strain energy release rate, and the stress and strainfields around a crack tip for linear and non-linear materials.

2. Know experimental methods to determine the fracture toughness 3. Use the design principle of materials and structures using fracture mechanics approaches

Course Title : THEORY OF PLASTICITY AND FRACTURE ME CHANICS- CONCEPTS AND APPLICATIONS





Course learning objectives The primary objective of this course is to learn classical methods in theory of shell structures. Focus will be given to the use of general relationships in the solution of shell bending problems. Solution to practical problems will be emphasized including integration with finite element analysis.

Course Contents

Unit-I Shapes and Forms: Geometry of Quadric Surfaces, Surface definitions- Line, Surface, Principal Curvature, mean and Gaussian curvature. Classification of Shell Surfaces – Geometry, Shell Curvature, Geometrical develop ability. Thick and Thin Shells, Historical developments of shell theory, Load carrying Mechanism, Weakness of shells. 10 Hrs

Unit-II Membrane Theory of Cylindrical Shells and Spherical Domes: Cylindrical Shells: Elements, IS 2210 specifications, equations of equilibrium, Stresses in a Simply Supported Shell, Stress Resultants under Dead Load and Live Load for circular, cycloid, catenary, parabola and semi ellipse directrix. Spherical Domes: Notations, equations of equilibrium, expressions for stress resultants and ring tension for Dead, Live and Concentrated Load in domes with and without skylight, Proportioning and general detailing rules. Design Examples with and without skylight. 10 Hrs

Unit-III Membrane Theory of Conical Shells, Hyperbolic Paraboloid: Conical Shells: Stress resultants for Dead, Live loads. Design Example, Hyperbolic Paraboloid: Structural Elements and behaviour in Umbrella and Inverted umbrella roof, Stress resultants, Shallow and Deep Shells, Design Examples. 10 Hrs

Unit-IV

Bending Theory of Cylindrical Shells: Deficiency in Membrane theory, Incompatible loading, geometry and boundary conditions. General bending theory, equations of equilibrium, Stress Strain and Moment – Curvature relations. Schorer’s and Beam bending theory. Analysis and Design of Cylindrical shells as per ASCE Manual No. 31.Design of Edge beams and Traverses. Rebar Detailing. 10 Hrs

Unit-V

Folded Plates: Types, Structural behaviour- Slab and Plate Action, Analysis of Folded Plates :Resolution of ridge loads, Edge Shears- Theorem of Three Edge Shears, Stress distribution, Winter and Pei, Whitney and Simpsons method for analysis. Design Example: V Type and Trough Type, Detailing of Rebars. FE approach: Shell elements, four and eight noded shell element and finite elements formulation. 10 Hrs Text Books 1. G. S. Ramaswamy, “Design and Construction of Concrete Shell Roofs”, CBS 2. P.C. Varghese, “Design of Reinforced Concrete Shells and Folded Plates, PHI Reference Books: 1. Timoshenko and Krieger, “Theory of Plates and Shells”, McGraw-Hill . 2. Chandrashekara K, “Theory of Plates”, University Press

Course Title : ANALYSIS AND DESIGN OF SHELL ROOF STRUCTURES





Course Outcomes:

On completion of this course, students are able to • apply knowledge of mathematics, science, and engineering related to shell theory • use finite element methods in shell analysis and design, ability to design special and long span Roofs

Course learning objectives

To know the bearing capacity of soil and design parameters of substructures. To learn design of pile foundation and special foundations.

Course Contents

UNIT-I Bearing capacity of soils: Generalized bearing capacity equation, field tests for bearing capacity and settlement estimation, settlement of shallow foundations-elastic and consolidation settlements, settlement estimation from penetration tests, settlement tolerance, allowable bearing pressure 10Hrs

UNIT-II

Design parameters for substructures: factors influencing selection of depth of foundation, subgrade reaction, Winkler hypothesis and beams on elastic foundation, soil line method, foundations on expansive soils, geotechnical failure of foundations during earthquake-earth quake resistant design of shallow foundations, liquefaction and remedial measures 10Hrs

UNIT-III

Pile foundations-classification of pile foundation and general consideration of design, ultimate load capacity of piles, pile settlement, analysis of single pile and pile group, laterally loaded piles and ultimate lateral resistance, uplift resistance of piles and under reamed pile, pile load tests, design examples10Hrs

UNIT-IV

Special foundations-foundation for transmission line towers-necessary information, forces on tower foundation , general design criteria, choice and type of foundations, design procedure and design problems. soil-structure interaction in frame structures. 10Hrs

UNIT-V

Elements if soil dynamics and design of machine foundations- IS 2974: Part I to IV machine foundation system, block foundation, frame foundation, design criteria, tuning foundation, DOF of rigid block foundation, linear elastic spring, elastic half space analog, parameter influencing dynamic soil parameter, soil mass participation, vibration isolation system. 12Hrs TEXT BOOKS 1. Swamy Saran, “Analysis and Design of Substructures”, 5th edition, Oxford and IBH Publishing co., Pvt, Ltd, New Delhi,1996. 2. Swami Saran (1999), “Soil Dynamics and Machine Foundations”, Galgotia publications pvt Ltd, New Delhi. 3.Dr.B.C. Punmia, “Soil Mechanics and Foundation Engineering”. Laxmi Publications,113, Golden House, Darya Ganj, New Delhi - 110002, India

Course Title : COMPUTER AIDED DESIGN OF SUB-STRUCTURES





REFRENCE BOOKS 1. Varghese P.C., “Foundation engineering”, Prentice hall of India, New Delhi 2. Das B.M., “Principles of foundation Engineering”, Thomson Brooks/ Cole Publishing Company, Singapore

Course Outcome (CO)

On completion of this course, students are able to explain and understand

1. Bearing capacity of soils

2. Design parameters for substructures

3. Pile foundations 4. Special foundations-

5. Elements of soil dynamics and design of machine foundations

Course learning Objectives: A great deal of fundamental and developmental research has been made to bring composite materials in various applications such as automobile, space, medical, automotive, building construction, etc. The advent of composite materials has introduced a new dimension in application of energetic, smart and reactive materials. The objective of this course is to know the processing and application of composite and smart materials.

Course Contents

UNIT-I Introduction to Composite materials Classifications and applications. fibbers, volume fraction and load distribution among constituents, minimum & critical volume fraction, compliance & stiffness matrices, coupling, 10Hrs

UNIT-II

Anisotropic elasticity Unidirectional and anisotropic lamina, thermo-mechanical properties, micro- mechanical analysis, classical composite lamination theory, Cross and angle–play laminates, symmetric, antisymmetric and general asymmetric laminates, mechanical coupling, laminate stacking, 10Hrs

UNIT-III

Analysis of simple laminated structural elements Ply-stress and strain, lamina failure theories - first fly failure, environmental effects, manufacturing of composites. 10Hrs

UNIT-IV

Smart materials, Introduction, Types of smart structures, actuators & sensors, embedded & surface mounted, piezoelectric coefficients, phase transition, piezoelectric constitutive relation 10Hrs

UNIT-V

Beam modeling with strain actuator, bending extension relation 12Hrs

Course Title : COMPOSITE OF SMART MATERIALS





TEXT BOOKS 1. Robart M Jones, “Mechanic of Composite Materials”, McGraw Hill Publishing Co.

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

John Willy and Sons.

3. Lecture notes on “Smart Structures”, by Inderjith Chopra, Department of Aerospace Engg., University

of Maryland.

REFERENCE: 1. Crawley, E and de Luis, J., “Use of piezoelectric actuators as elements of intelligent structures”, AIAA

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

2. Crawley, E and Anderson, E., “Detailed models of Piezoceramic actuation of beams”, Proc. of the 30th

AIAA /ASME/ASCE/AHS/ASC- Structural dynamics and material conference, AIAA Washington DC,

April 1989.

Course Outcome


1. Understand the basic properties and manufacturing process along with their application in various

industries for different types of composites.

2. Familiarize with different classes of ceramic and polymeric smart materials; development of

actuators and sensors and their integration into a smart structure

3. Generate controllable force and response of a system.

4. Monitor the response of the system.



Course learning objectives To understand the behaviour of high rised buildings under different loads.

Course Contents

UNIT –I

Introduction The Tall Building in the Urban Context - The Tall Building and its Support Structure - Development of High Rise Building Structures - General Planning Considerations. Dead Loads - Live Loads-Construction Loads -Snow, Rain, and Ice Loads - Wind Loads-Seismic Loading – Water and Earth Pressure Loads - Loads - Loads Due to Restrained Volume Changes of Material - Impact and Dynamic Loads - Blast Loads -Combination of Loads. 10Hrs

UNIT –II

The vertical structure plane Dispersion of Vertical Forces- Dispersion of Lateral Forces - Optimum Ground Level Space - Shear Wall Arrangement - Behaviour of Shear Walls under Lateral Loading. The Floor Structure or Horizontal Building Plane Floor Framing Systems-Horizontal Bracing- Composite Floor Systems The High - Rise Building as related to assemblage Kits Skeleton Frame Systems - Load Bearing Wall Panel Systems - Panel – Frame Systems –Multistorey Box Systems. 10Hrs

UNIT – III

Common high-rise building structures and their behaviour under load The Bearing Wall Structure- The Shear Core Structure - Rigid Frame Systems- The Wall - Beam Structure: Interspatial and Staggered Truss Systems - Frame - Shear Wall Building Systems - Flat Slab Building Structures - Shear Truss - Frame Interaction System with Rigid - Belt Trusses - Tubular Systems-Composite Buildings - Comparison of High - Rise Structural Systems Other Design Approaches Controlling Building Drift Efficient Building Forms – The Counteracting Force or Dynamic Response. 10Hrs

UNIT – IV

Approximate structural analysis and design of buildings Approximate Analysis of Bearing Wall Buildings The Cross Wall Structure - The Long Wall Structure The Rigid Frame Structure Approximate Analysis for Vertical Loading – Approximate Analysis for Lateral Loading - Approximate Design of Rigid Frame Buildings-Lateral Deformation of Rigid Frame Buildings The Rigid Frame - Shear Wall Structure - The Vierendeel Structure-The Hollow Tube Structure. 10Hrs

UNIT – V

Other high-rise building structure Deep - Beam Systems -High-Rise Suspension Systems - Pneumatic High -Rise Buildings - Space Frame Applied to High - Rise Buildings - Capsule Architecture. 10Hrs

TEXT BOOKS: 1. Wolfgang Schuller - " High - rise building Structures", John Wiley and Sons, New York 1976.

2. Bryan Stafford Smith and Alex Coull, " Tall Building Structures ", Analysis and Design, John Wiley

and Sons, Inc., 1991.

Course Title : DESIGN OF TALL STURCTURES





REFERENCES:

1. Coull, A. and Smith, Stafford, B. " Tall Buildings ", Pergamon Press, London, 1997.

2. LinT.Y. and Burry D.Stotes, " Structural Concepts and Systems for Architects and Engineers ", John

Wiley, 1994.

3. Lynn S.Beedle, “Advances in Tall Buildings”, CBS Publishers and Distributors, Delhi, 1996.

4. Taranath.B.S.,“Structural Analysis and Design of Tall Buildings”, McGraw Hill,1998.

Course Outcome

On successful completion of this course, students are able to understand and explain:

1. Develop High Rise Building Structures,

2. Dispersion of Lateral Forces,

3. Approximate Design of Rigid Frame Buildings,

4. Space Frame Applied to High Rise Buildings and Capsule Architecture.



Course Title: Pedagogy/ Research Methodology Course Code : P15MHSM35 Semester : III L - T - P - H: 0 - 0 – 2 – 2 - 4 Contact Period: Lecture: 52Hr Exam: 3 Hr Weightage: CIE:100%

Prerequisites: None Course Learning Objectives (CLOs) This course aims to 1. Solve the mathematical calculations easily and quickly using the methods of Vedic mathematics. 2. Illustrate different examples to learn about percentages effectively. 3. Compare the different types of series. 4. Explain the logic behind solving problems under series such as A.P., G.P., and H.P. 5. Explain divisibility rules, properties of different types of numbers. 6. Explain methods to find the number of factors and sum of factors. 7. Analyze the concept of power cycle, and find last digit and last two digits. 8. Appraise knowledge level of English language and enhance better communication. 9. Illustrate the basic rules of sentence structure (Subject verb agreement). 10. Explain the importance of usage of Tenses and articles. Course Content

Unit – I Sharpen your axe!! Vedic mathematics: Viniculum and de- viniculum, subtractions using viniculum. Nikhilum multiplication: For numbers close to base values, multiplication of any two digit numbers or three digits number using criss cross method. Finding the square, square root, cubes, cube root of two digit and three digit numbers quickly. Approximation in multiplication and division. Checking the answer using digital sum method. Percentage calculations and ratio comparison: Percentage calculations: Percentage rule for calculating, percentage values through additions, percentage– fraction table, approximation in calculating percentages. Application based problems Ratio comparison: calculations method for ratio compressions: 1. The cross multiplication method, 2. Percentage value compression method 3. Numerator and denominator percentage change method. Method for calculating the value of percentage change in the ratio. Application based problems. 12 Hrs

Unit – II Analytical Reasoning 1: Series Number series: Standard patterns of number series, pure series: perfect square, square cube, prime, combination of this series. Difference series, ratio series, mixed series, geometric series, two-tier arithmetic series, three-tier arithmetic series, change in the order for difference series, change in the order for ratio series, sample company questions. Letter series: Alphabet and Alphanumeric series, finding the missing term based on logic learnt in number series module, continuous pattern series, correspondence series. sample company questions. Picture series: image analysis, addition deletion rotation or modification of lines or shapes. Understanding the symmetry of the image. Mirror image analysis. sample company questions.

8 Hrs



Unit – III Number system: Introduction, Integers: Remainder zero concept, Odd and Even Integers, Negative and positive integers, power number ax, properties of a perfect square number. Prime number: General method to identify the prime number, properties of prime numbers. Euler’s number. Factorial number: Wilson’s theorem, important results on factorial. Divisor: number of divisors, sum of divisors, number expressed as the product of two factors. Divisibility rules: divisibility of a whole number by a whole number, divisibility of an expression by an expression. Modulus concept: divisibility rules in modulus, rules of operations in modulus. Finding one remainder: One divisor, remainder of (an– bn), remainder for more than one divisor. Unit digit: Concept of power cycle, finding last two digits. Number of trailing zeroes. 10 hrs

Unit – IV Subject Verb Agreement: Basic rules of sentence structure, Usage of singular and plural, Usage of appropriate verb, Introduction to phrases, Construction of Simple sentences and Compound Sentences, Introduction to parts of speech. 8 Hrs

Unit – V Tenses : Identification of tenses, Past tense, Present tense, Future tense, Indicators of tenses, Introduction to verb tenses, Past perfect, Past progressive, Past perfect progressive, Present perfect progressive, Future perfect, Future progressive. Articles : Introduction to articles, Exploring the usage of ‘a’, ‘an’ and ‘the’, Golden rules of articles, Differentiating between definite and indefinite articles, Understanding the exceptions of definite and indefinite articles 8 Hrs

Unit – VI Analytical Reasoning 1: Direction Sense Introduction to main directions and cardinal directions. Methodology to solve problems on direction sense. Blood Relation: Introduction to various blood relations. Drawing Family Tree. Methodology to arrive at correct assumptions. Different techniques of solving problems. 6 Hrs Reference Books: 1. The Trachtenberg speed system of basic mathematics, published by Rupa publications. 2. CAT Mathematics by Abhijith Guha. published by PHI learning private limited. 3. Quantitative aptitude by Dr. R. S Agarwal, published by S.Chand private limited. 4. Essential English Grammar, Raymond Murphy, Cambridge University Press. 5. Quantitative aptitude for CAT by Arun Sharma, published by McGraw Hill publication. 6. Analytical reasoning by M.K Pandey BSC PUBLISHING.CO.PVT.LTD Course Outcomes After learning all the units of the course, the student is able to: 1. Solve mathematical calculations in less duration compared to the conventional method. L2 2. Give examples for AP, GP and HP and differentiate between them. L1 3. Apply divisibility rules, power cycle method and evaluate the significance of the number system module. L2 4. Rectify Indianism and have better ability to frame grammatically correct sentences. L4 5. Understand the correct usage of Tenses and Articles. L4



Topic Learning Outcomes After learning all the topics of UNIT – I, the student is able to 1. Compute product of numbers in very less duration of time compared to conventional method using Nikhilum

multiplication. L2 2. Compute the square, square root, cube and cube roots of two digit and three digit numbers, 5 times faster than

the conventional method. L2 3. Predict the answers in the MCQ’s using the method of digital sum. L6 4. Produce the results for complex calculations with ease using simple techniques of Vedic maths. L4 5. Estimate the nearest answer using the principles of approximation and eliminate the wrong options, thereby

increasing his probability of identifying the right option. L5 6. Differentiate between percentage points and percentage values. L1 7. Compute the percentage values of big numbers using the concept the division and addition. L2 8. Apply the inferences obtained from percentage-fraction conversion table in the module of higher level

difficulty. L2 9. Describe the importance of ratio comparison in our day-to-day life and its applications. L1 10. Develop his/her mathematical skills for better computation and comprehension. L3 After learning all the topics of UNIT – II and VI, the student is able to 1) Analyze Series and patterns with increased logical thinking. L5 2) Identify the pattern of series and hence predict the subsequent terms. L1 3) Predict the pattern in a number series by applying the knowledge of number system and elevated logical

reasoning. L6 4) Predict the pattern in a letter series, as well as, be equipped to code and decode words using various deciphering

techniques. L6 5) Formulate an improved strategy to access picture patterns by visually applying techniques of angled rotation,

mirror imaging or combination of both. L1 6) Interpret complicated patterns in series involving two tier and three tier arithmetic series. L1 7) Analyze complex patterns involving combination of numeric, alphabet, pictures, combination 1. of two, or combination of all the three. L5 8) Judge various scenarios better while solving problems on any domain, due to elevated level of logical thinking.

L6 9) Improve imaginary power and visualizing ability since the problems require identification of patterns with

minimum/ paper work. L4 10) Formulate own series with innovative patterns by applying knowledge of various domains learnt. L2 After learning all the topics of UNIT – III, the student is able to 1) List the various classifications of numbers. L1 2) Understand the basics and importance of classification of the number system. L4 3) Understand all the properties of numbers. L4 4) Interpret prime numbers and its properties using the concepts of HCF and LCM. L4 5) Associate factorization methods to better understand prime numbers and also to faster solve problems involving

higher power or roots. L4 6) Interpret problems based on number of divisors, sum of divisors, odd divisors, even divisors etc. L4 7) Explain the divisibility rules and apply the same to simplify problems. L4 8) Understand the concept of Modulus, Rules of operation in modulus. L4 9) Solve faster the application based problems using Remainder theorem and concepts of power cycle. L5

10) Solve problems across learning topics by application of techniques learnt in Number System. L5 After learning all the topics of UNIT – IV, the student is able to 1. Recognize basic components of a sentence. L2



2. Recognize Subject and predicate in a sentence. L2 3. Recognize singular and plural words. L2 4. Use the appropriate verb forms. L2 5. Differentiate between incomplete and complete sentences. L4 6. Construct simple and compound sentences in all tense forms.L2 7. Better understand parts of speech. L4 8. Dissect a sentence into simpler forms for better understanding. L2 9. Recognize Indianism and correct them. L5 10. Frame grammatically correct sentences. L4 After learning all the topics of UNIT – V, the student is able to 1. Recognize tense forms. L1 2. Differentiate tenses. L1 3. Reflect strong understanding of the tense forms. L4 4. Recognize the indicators and use the appropriate tense forms. L1 5. Unlearn common errors in usage of tenses. L4 6. Use tenses in appropriate context. L2 7. Identify Indianism in tenses and rectifying the same. L2 8. Use tenses in complex sentences. L2 9. Implement tense rules in complex paragraph writing. L2 10. Understand Importance of using articles in a sentence. L4 11. Better understand the usage of articles. L4 12. Use the right articles in front of vowels and consonants. L2 13. Recognize the correct usage of ‘the’. L1 14. Identify exceptions to using ‘a’ and ‘an. L1 15. Rectify the common errors in the usage of articles. L4 16. Use definite and indefinite articles. L2 17. Use correct articles in complex scenarios. L2



Course Articulation Matrix (CAM)

Course Outcome (CO) Program Outcome (ABET/NBA-(3a-m)) a b c d e f g h i j k l m

Solve mathematical calculations in less duration compared to the conventional method.

L5 L - - - - - - - M - - - -

Give examples for AP, GP and HP and differentiate between them.

L1 M - - - - - - - - - - - -

Apply divisibility rules, power cycle method and evaluate the significance of the number system module.

L2 H - - - - - - - M - - - -

Rectify Indianism and have better ability to frame grammatically correct sentences. L4

L5 - - - H - - - - M - - - -

Understand the correct usage of Tenses and Articles. L4

L4 - - - M - - - - - - - - -

L- Low, M- Moderate, H-High

Course Articulation Matrix (CAM)

Course Outcome (CO) Program Outcome (ABET/NBA-(3a-m)) a b c d e f g h i j k l m

Solve mathematical calculations in less duration compared to the conventional method.

L5 1 - - - - - - 2 - - - -

Give examples for AP, GP and HP and differentiate between them.

L1 2 - - - - - - - - - - -

Apply divisibility rules , power cycle method and evaluate the significance of the number system module.

L2 3 - - - - - - 2 - - - -

Point out the errors in the problems concerning inequalities and solve simple equations and problems based on ratio, proportion and variation.

L5 - - - 3 - - - 2 - - - -

Solve the problems based on blood relations L4 - - - 2 - - - - - - - - - 1- Low, 2- Moderate, 3-High

CAD syllabus 2015 13-12-15 · I Semester M.Tech.(CADS) ... Tutorial, P: Practical, CIE: Continuous...

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Transcript of CAD syllabus 2015 13-12-15 · I Semester M.Tech.(CADS) ... Tutorial, P: Practical, CIE: Continuous...