Matrix methods for advanced structural analysis /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Papakakis, Manolis (Autor), Sapountzakis, E. J. (Evangelous J.) (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Kidlington, Oxford, United Kingdom : Butterworth-Heinemann, an imprint of Elsevier, [2018]
Temas:
Structural analysis (Engineering) > Matrix methods.
Matrix analytic methods.
Th�eorie des constructions > M�ethodes des matrices.
M�ethodes d'analyse matricielle.
TECHNOLOGY & ENGINEERING > Civil > General.
Matrix analytic methods
Structural analysis (Engineering) > Matrix methods
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 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 Modeling�a#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. Application�a#x80;#x94;Transformation Matrices of Truss Member; 2.6. Total Local Stiffness Matrix of Plane Truss Element; 2.6.1. Application�a#x80;#x94;Local Truss Stiffness Matrices; 2.7. Total Global Stiffness Matrix of Plane Truss Element; 2.7.1. Application�a#x80;#x94;Global Stiffness Matrices of Plane Truss Elements
  • 2.8. Vectors of Nodal-Forces and Nodal-Translations of Plane Truss2.8.1. Application�a#x80;#x94;Total Nodal Forces and Translations; 2.9. Global Stiffness Matrix of Plane Trusses; 2.9.1. Application�a#x80;#x94;Global Stiffness Matrix of Plane Truss; 2.10. Modification of Global Stiffness Matrix Due to Support Conditions�a#x80;#x94;Reordering Matrix; 2.10.1. Application�a#x80;#x94;Modification of Plane Truss Stiffness Equation Due to Reordering�a#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. Application�a#x80;#x94;Modification of Stiffness Equation of Plane Truss Due to Inclined or/and Elastic Support�a#x80;#x94;Computation ... 2.12. Plane Truss Subjected to Member Loading; 2.12.1. Application�a#x80;#x94;Analysis of Plane Truss Subjected to Member Loading�a#x80;#x94;Computation of Unknown Quantities; 2.13. Stress Resultants of Plane Truss Members; 2.13.1. Application�a#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. Application�a#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. Application�a#x80;#x94;Global Stiffness Matrices of Plane Frame Elements; 3.8. Vectors of Nodal-Forces and Nodal-Displacements of Plane Frame; 3.8.1. Application�a#x80;#x94;Total Nodal Forces and Displacements of Frame; 3.9. Global Stiffness Matrix of Plane Frames
  • 3.9.1. Application�a#x80;#x94;Global stiffness matrix of plane frame

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