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Civil Engineering
Structural Analysis II (Web)
Syllabus
Co-ordinated by :
IIT Kharagpur
Available from :
2009-12-31
Lec :
1
Modules / Lectures
Energy methods in structural analysis
General Introduction
Principle of Superposition,Strain Energy
Castigliano's Theorems
Theorem of Least Work
Virtual Work
Engesser?s Theorem and Truss Deflections by Virtual Work Principles
Analysis of Statically Indeterminate Structures by the Matrix Force Method
The Force Method of Analysis:An Introduction
The Force Method of Analysis: Beams
The Force Method of Analysis:Beams (Continued)
The Force Method of Analysis: Trusses
The Force Method of Analysis: Frames
The Three-Moment Equations-I
The Three-Moment Equations-Ii
Analysis of Statically Indeterminate Structures by the Displacement Method
The Slope-Deflection Method: An Introduction
The Slope-Deflection Method: Beams (Continued)
The Slope-Deflection Method: Frames Without Sidesway
The Slope-Deflection Method: Frames with Sidesway
The Moment-Distribution Method: Introduction
The Moment-Distribution Method: Statically Indeterminate Beams Withsupport Settlements
The Moment-Distribution Method: Frames without Sidesway
The Moment-Distribution Method: Frames with Sidesway
The Multistory Frames with Sidesway
Analysis of Statically Indeterminate Structures by the Direct StiffnessMethod
The Direct Stiffness Method: An Introduction
The Direct Stiffness Method: Truss Analysis
The Direct Stiffness Method: Truss Analysis (Continued)
The Direct Stiffness Method: Temperature Changes and Fabrication Errors in Truss Analysis
The Direct Stiffness Method: Beams
The Direct Stiffness Method: Beams (Continued)
The Direct Stiffness Method: Beams (Continued)
The Direct Stiffness Method: Plane Frames
Cables and Arches
Cables
Three Hinged Arch
Two-Hinged Arch
Symmetrical Hingeless Arch
Approximate Methods for Indeterminate Structural Analysis
Indeterminate Trusses and Industrial Frames
Building Frames
Influence Lines
Moving Load and Its Effects on Structural Members
Influence Lines for Beams
Influence Lines for Beams (Contd.)
Influence Lines for Simple Trusses
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