ST 9264 STABILITY OF STRUCTURES SYLLABUS | ANNA UNIVERSITY ME STRUCTURAL ENGINEERING 1ST SEM SYLLABUS REGULATION 2009 2011 2012-2013 BELOW IS THE ANNA UNIVERSITY FIRST SEMESTER ME STRUCTURAL ENGINEERING DEPARTMENT SYLLABUS, TEXTBOOKS, REFERENCE BOOKS,EXAM PORTIONS,QUESTION BANK,PREVIOUS YEAR QUESTION PAPERS,MODEL QUESTION PAPERS, CLASS NOTES, IMPORTANT 2 MARKS, 8 MARKS, 16 MARKS TOPICS. IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011 2012-2013 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI,TIRUNELVELI,COIMBATORE), 2009 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2009
ST 9264 STABILITY OF STRUCTURES L T P C
3 0 0 3
OBJECTIVE:
To study the concept of buckling and analysis of structural elements.
UNIT I BUCKLING OF COLUMNS 12
States of equilibrium - Classification of buckling problems - concept of equilibrium,
energy, imperfection and vibration approaches to stability analysis - Eigen value
problem. Governing equation for columns - Analysis for various boundary
conditions - using Equilibrium, Energy methods. Approximate methods - Rayleigh Ritz,
Galerkins approach - Numerical Techniques - Finite difference method - Effect of shear
on buckling
UNIT II BUCKLING OF BEAM-COLUMNS AND FRAMES 9
Theory of beam column - Stability analysis of beam column with single and several
concentrated loads, distributed load and end couples Analysis of rigid jointed frames
with and without sway - Moment distribution - Slope deflection and stiffness method. .
UNIT III TORSIONAL AND LATERAL BUCKLING 9
Torsional buckling - Torsional and flexural buckling - Local buckling. Buckling of Open
Sections. Numerical solutions.Lateral buckling of beams, pure bending of simply
supported beam and cantilever,
UNIT IV BUCKLING OF PLATES 9
Governing differential equation - Buckling of thin plates, various edge conditions -
Analysis by equilibrium and energy approach - Approximate and Numerical
techniques
UNIT V INELASTIC BUCKLING 6
Double modulus theory - Tangent modulus theory - Shanley’s model - Eccentrically
loaded inelastic column. Inelastic buckling of plates - Post buckling behaviour of
plates
TOTAL: 45 PERIODS
REFERENCES:
1. Timoshenko, S., and Gere., “Theory of Elastic Stability”, McGraw Hill Book
Company, 1963.
2. Chajes, A. “Principles of Structures Stability Theory”, Prentice Hall, 1974.
3. Ashwini Kumar, “Stability Theory of Structures”, Tata McGraw Hill Publishing
Company Ltd., New Delhi, 1995.
4. Iyenger.N.G.R.,, “Structural stability of columns and plates”, Affiliated East West
Press,1986.
5. Gambhir, “Stability Analysis and Design of Structures”, springer, New York , 2004.
ST 9264 STABILITY OF STRUCTURES L T P C
3 0 0 3
OBJECTIVE:
To study the concept of buckling and analysis of structural elements.
UNIT I BUCKLING OF COLUMNS 12
States of equilibrium - Classification of buckling problems - concept of equilibrium,
energy, imperfection and vibration approaches to stability analysis - Eigen value
problem. Governing equation for columns - Analysis for various boundary
conditions - using Equilibrium, Energy methods. Approximate methods - Rayleigh Ritz,
Galerkins approach - Numerical Techniques - Finite difference method - Effect of shear
on buckling
UNIT II BUCKLING OF BEAM-COLUMNS AND FRAMES 9
Theory of beam column - Stability analysis of beam column with single and several
concentrated loads, distributed load and end couples Analysis of rigid jointed frames
with and without sway - Moment distribution - Slope deflection and stiffness method. .
UNIT III TORSIONAL AND LATERAL BUCKLING 9
Torsional buckling - Torsional and flexural buckling - Local buckling. Buckling of Open
Sections. Numerical solutions.Lateral buckling of beams, pure bending of simply
supported beam and cantilever,
UNIT IV BUCKLING OF PLATES 9
Governing differential equation - Buckling of thin plates, various edge conditions -
Analysis by equilibrium and energy approach - Approximate and Numerical
techniques
UNIT V INELASTIC BUCKLING 6
Double modulus theory - Tangent modulus theory - Shanley’s model - Eccentrically
loaded inelastic column. Inelastic buckling of plates - Post buckling behaviour of
plates
TOTAL: 45 PERIODS
REFERENCES:
1. Timoshenko, S., and Gere., “Theory of Elastic Stability”, McGraw Hill Book
Company, 1963.
2. Chajes, A. “Principles of Structures Stability Theory”, Prentice Hall, 1974.
3. Ashwini Kumar, “Stability Theory of Structures”, Tata McGraw Hill Publishing
Company Ltd., New Delhi, 1995.
4. Iyenger.N.G.R.,, “Structural stability of columns and plates”, Affiliated East West
Press,1986.
5. Gambhir, “Stability Analysis and Design of Structures”, springer, New York , 2004.
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