Statically Determinate Structures
Kinematical Analysis Of Structures
Classification Of Structures By Kinematical
Viewpoint
Generation Of Geometrically Unchangeable
Structures
Analytical Criteria Of The Instantaneously
Changeable Structures
Degrees Of Freedom
General Theory Of Influence Lines
Analytical Method For Construction Of Influence
Influence Lines For Reactions
Influence Lines For Internal Forces
Application Of Influence Lines For Fixed And
Moving Loads
Fixed Loads
Moving Loads
Indirect Load Application
Combining Of Fixed And Moving Load Approaches
Properties Of Influence Lines
Problems
Multi Span Beams And Trusses
Multi Span Statically Determinate Beams
Advanced Methods Of Structural Analysis
Generation Of Multi Span Statically
Determinate Hinged Beams
Interaction Schemes And Load Path
Influence Lines For Multi Span Hinged
Beams
The Generation Of Statically Determinate Trusses
Simple Trusses
Compound Trusses
Complex Trusses
Simple Trusses
Trusses With Subdivided Panels
Main And Auxiliary Trusses And Load Path
Baltimore And Subdivided Warren Trusses
Special Types Of Trusses
Three-Hinged Trusses
Trusses With A Hinged Chain
Complex Trusses
Three-Hinged Arches
Preliminary Remarks
Design Diagram Of Three-Hinged Arch
Advanced Methods Of Structural Analysis
Peculiarities Of The Arches
Geometric Parameters Of Circular
And Parabolic Arches
Internal Forces
Influence Lines For Reactions And Internal Forces
Influence Lines For Reactions
Influence Lines For Internal Forces
Application Of Influence Lines
Nil Point Method For Construction Of Influence
Bending Moment
Shear Force
Axial Force
Special Types Of Arches
Askew Arch
Parabolic Arch With Complex Tie
Problems
Cables
Preliminary Remarks
Direct And Inverse Problems
Fundamental Relationships
Cable With Neglected Self-Weight
Cables Subjected To Concentrated Load
Cable Subjected To Uniformly Distributed
Load
Effect Of Arbitrary Load On The Thrust And Sag
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Cable With Self-Weight
Fundamental Relationships
Cable With Supports Located At The Same
Cable With Supports Located
Comparison Of Parabolic And Catenary Cables
Effect Of Axial Stiffness
Elastic Cable With Concentrated Load
Elastic Cable With Uniformly Distributed
Deflections Of Elastic Structures
Introduction
Initial Parameters Method
Maxwell–Mohr Method
Deflections Due To Fixed Loads
Deflections Due To Change Of Temperature
Displacement Due To Settlement Of Supports
And Errors Of Fabrication
Graph Multiplication Method
Elastic Loads Method
Reciprocal Theorems
Theorem Of Reciprocal Works
Theorem Of Reciprocal Unit Displacements
(Maxwell Theorem)
Theorem Of Reciprocal Unit Reactions
(Rayleigh First Theorem)
Theorem Of Reciprocal Unit Displacements
Advanced Methods Of Structural Analysis
And Reactions (Rayleigh Second Theorem)
Summary
Problems
Part II Statically Indeterminate Structures
The Force Method
Fundamental Idea Of The Force Method
Degree Of Redundancy, Primary Unknowns
And Primary System
Compatibility Equation In Simplest Case
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Is Structural Analysis Hard
Does Advanced Biostructural Correction Work
Advanced Analytical Methods
(Advanced Method)
Advanced Data Analysis Methods
Structural Analysis Techniques
Structural Analysis Model
Is Advanced Statistics Hard
Is Advanced Calculus The Same As Real Analysis
Is Structural Mechanics Hard
Structured Analysis Pros And Cons
Advanced Framing Methods
What Is The Purpose Of Analyzing A Structure
Advance Steel Analysis
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Modern Methods Of Structural Analysis
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Stiffness And Flexibility Methods Of Structural Analysis
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