Aslam Kassimali Structural Analysis

ISBN 13 : 9780534950460

Structural Analysis

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9780534950460: Structural Analysis

Introduces the basic prinicples of structural analysis, discussing the analysis of statically determinate beams, trusses, and rigid frames and indeterminate structures.

Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.

Review :

Part 1: Introduction to Structural Analysis and Loads 1. Introduction to Structural Analysis Historical Background / Role of Structural Analysis in Structural Engineering Projects / Classification of Structures / Analytical Models / Summary 2. Loads on Structures Dead Loads / Live Loads / Impact / Wind Loads / Snow Loads / Earthquake Loads / Hydrostatic and Soil Pressures / Thermal and Other Effects / Load Combinations / Summary / Problems Part 2: Analysis of Statically Determinate Structures 3. Equilibrium and Support Reactions Equilibrium of Structures / External and Internal Forces / Types of Supports for Plane Structures / Static Determinacy, Indeterminacy and Instability / Computation of Reactions / Principle of Superposition / Reactions of Simply Supported Structures Using Proportions / Summary / Problems 4. Plane and Space Trusses Assumptions for Analysis of Trusses / Arrangement of Members of Plane Trusses-Internal Stability / Equations of Condition for Plane Trusses / Static Determinacy, Indeterminacy, and Instability of Plane Trusses / Analysis of Plane Trusses by the Method of Joints / Analysis of Plane Trusses by the Method of Sections / Analysis of Compound Trusses / Complex Trusses / Space Trusses / Summary / Problems 5. Beams and Frames: Shear and Bending Moment Axial Force, Shear, and Bending Moment / Shear and Bending Moment Diagrams / Qualitative Deflected Shapes / Relationships between Loads, Shears, and Bending Moments / Static Determinacy, Indeterminacy and Instability of Plane Frames / Analysis of Plane Frames / Summary / Problems 6. Deflection of Beams: Geometric Methods Differential Equation for Beam Deflection / Direct Integration Method / Superposition Method / Moment-Area Method / Bending Moment Diagrams by Parts / Conjugate-Beam Method / Summary / Problems 7. Deflections of Trusses, Beams and Frames: Work-Energy Methods Work / Principle of Virtual Work / Deflections of Trusses by the Virtual Work Method / Deflections of Beams by the Virtual Work Method / Deflections of Frames by the Virtual Work Method / Conservation of Energy and Strain Energy / Castigliano's Second Theorem / Betti's Law and Maxwell's Law of Reciprocal Deflections / Summary / Problems 8. Influence Lines Influence Lines for Beams and Frames by Equilibrium Method / Mueller-Breslau's Principle and Qualitative Influence Lines / Influence Lines for Girders with Floor Systems / Influence Lines for Trusses / Influence Lines for Deflections / Summary / Problems 9. Application of Influence Lines Response at a Particular Location Due to a Single Moving Concentrated Load / Response at a Particular Location Due to a Uniformly Distributed Live Load / Response at a Particular Location Due to a Series of Moving Concentrated Loads / Absolute Maximum Response / Summary / Problems 10. Analysis of Symmetric Structures Symmetric Structures / Symmetric and Antisymmetric Components of Loadings / Behavior of Symmetric Structures under Symmetric and Antisymmetric Loadings / Procedure for Analysis of Symmetric Structures / Summary / Problems Part 3: Analysis of Statically Indeterminate Structures 11. Introduction to Statically Indeterminate Structures Advantages and Disadvantages of Indeterminate Structures / Analysis of Indeterminate Structures / Summary 12. Approximate Analysis of Rectangular Building Frames Assumptions for Approximate Analysis / Analysis for Vertical Loads / Analysis for Lateral Loads-Portal Method / Analysis for Lateral Loads / -Cantilever Method / Summary / Problems 13. Method of Consistent Deformations-Force Method Structures with Single Degree of Indeterminacy / Internal Forces and Moments as Redundants / Structures with Multiple Degrees of Indeterminacy / Support Settlements, Temperature Changes and Fabrication Errors / Summary / Problems 14. Three-Moment Equation and the Method of Least Work Derivation of Three-Moment Equation / Application of Three-Moment Equation / Method of Least Work / Summary / Problems 15. Influence Lines for Statically Indeterminate Structures Influence Lines for Beams and Trusses / Qualitative Influence Lines by Muller-Breslau's Principle / Summary / Problems 16. Slope-Deflection Method Slope-Deflection Equations / Basic Concept of the Slope-Deflection Method / Analysis of Continuous Beams / Analysis of Frames without Sidesway / Analysis of Frames with Sidesway / Summary / Problems 17. Moment-Distribution Method Definitions and Terminology / Basic Concept of the Moment-Distribution Method / Analysis of Continuous Beams / Analysis of Frames without Sidesway / Analysis of Frames with Sidesway / Summary / Problems 18. Introduction to Matrix Structural Analysis Analytical Model / Member Stiffness Relations in Local Coordinates / Coordinate Transformations / Member Stiffness Relations in Global Coordinates / Structure Stiffness Relations / Procedure for Analysis / Summary / Problems Appendix A: Areas and Centroids of Geometric Shapes Appendix B: Review of Matrix Algebra / Definition of a Matrix / Types of Matrices / Matrix Operations / Solution of Simultaneous Equations by the Gauss-Jordan Method / Problems Appendix C: Computer Software Bibliography Answers to Selected Problems Index

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

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Kassimali, Aslam
Edité par Thomson Learning (1995)
ISBN 10 : 0534950469 ISBN 13 : 9780534950460
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Aslam Kassimali
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Aslam Kassimali
Edité par Thomson Learning (1995)
ISBN 10 : 0534950469 ISBN 13 : 9780534950460
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