Matrix methods for advanced structural analysis /
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| Author / Creator: | Papakakis, Manolis, author. |
|---|---|
| Imprint: | Kidlington, Oxford, United Kingdom : Butterworth-Heinemann, an imprint of Elsevier, [2018]. |
| Description: | 1 online resource. |
| Language: | English |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11389067 |
Table of Contents:
- Front Cover; Matrix Methods for Advanced Structural Analysis; Copyright; Contents; Foreword; Chapter One: Introduction to Matrix Methods of Structural Analysis; 1.1. Overview of Matrix Structural Analysis and Design; 1.2. Matrix Structural Analysis and Design Procedure; 1.3. Primary Structural Members and their Modelingâ#x80;#x94;Matrix Structural Analysis Steps; 1.4. Brief Historical Overview of Matrix Structural Analysis; 1.5. Flexibility-Stiffness Methods; 1.5.1. Flexibility-Stiffness Matrices; 1.5.2. Form of Flexibility and Stiffness Matrices
- 1.6. Basic Steps of Programming the Direct Stiffness MethodChapter Two: Plane Trusses; 2.1. Introduction; 2.2. Overview of the Plane Truss; 2.3. Vectors of End-Actions of Plane Truss Element; 2.4. End-Translation Vectors of Plane Truss Element; 2.5. Transformation Matrix of Plane Truss Element; 2.5.1. Applicationâ#x80;#x94;Transformation Matrices of Truss Member; 2.6. Total Local Stiffness Matrix of Plane Truss Element; 2.6.1. Applicationâ#x80;#x94;Local Truss Stiffness Matrices; 2.7. Total Global Stiffness Matrix of Plane Truss Element; 2.7.1. Applicationâ#x80;#x94;Global Stiffness Matrices of Plane Truss Elements
- 2.8. Vectors of Nodal-Forces and Nodal-Translations of Plane Truss2.8.1. Applicationâ#x80;#x94;Total Nodal Forces and Translations; 2.9. Global Stiffness Matrix of Plane Trusses; 2.9.1. Applicationâ#x80;#x94;Global Stiffness Matrix of Plane Truss; 2.10. Modification of Global Stiffness Matrix Due to Support Conditionsâ#x80;#x94;Reordering Matrix; 2.10.1. Applicationâ#x80;#x94;Modification of Plane Truss Stiffness Equation Due to Reorderingâ#x80;#x94;Computation of Unknown Quantities; 2.11. Modification of Global Stiffness Matrix of a Plane Truss Due to Inclined and Elastic Supports; 2.11.1. Inclined Support; 2.11.2. Elastic Support
- 2.11.3. Applicationâ#x80;#x94;Modification of Stiffness Equation of Plane Truss Due to Inclined or/and Elastic Supportâ#x80;#x94;Computation ...2.12. Plane Truss Subjected to Member Loading; 2.12.1. Applicationâ#x80;#x94;Analysis of Plane Truss Subjected to Member Loadingâ#x80;#x94;Computation of Unknown Quantities; 2.13. Stress Resultants of Plane Truss Members; 2.13.1. Applicationâ#x80;#x94;Computation of Stress Resultants of Plane Truss Elements; Chapter Three: Plane Frames; 3.1. Introduction; 3.2. Overview of the Plane Frame; 3.3. Vectors of End-Actions of Plane Frame Element
- 3.4. End-Displacement Vector of Plane Frame Element3.5. Transformation Matrix of Plane Frame Element; 3.5.1. Applicationâ#x80;#x94;Transformation Matrices of Plane Frame Member; 3.6. Total Local Stiffness Matrix of Plane Frame Element; 3.6.1. Application-Local Frame Stiffness Matrices; 3.7. Total Global Stiffness Matrix of Plane Frame Element; 3.7.1. Applicationâ#x80;#x94;Global Stiffness Matrices of Plane Frame Elements; 3.8. Vectors of Nodal-Forces and Nodal-Displacements of Plane Frame; 3.8.1. Applicationâ#x80;#x94;Total Nodal Forces and Displacements of Frame; 3.9. Global Stiffness Matrix of Plane Frames
- 3.9.1. Applicationâ#x80;#x94;Global stiffness matrix of plane frame