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171116s2018 enk ob 001 0 eng d |
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|a N$T
|b eng
|e rda
|e pn
|c N$T
|d IDEBK
|d EBLCP
|d OPELS
|d N$T
|d OCLCF
|d YDX
|d UPM
|d MERER
|d OCLCQ
|d D6H
|d U3W
|d OCLCQ
|d S2H
|d OCLCO
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|a 9780128118825
|q (electronic bk.)
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|a 0128118822
|q (electronic bk.)
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|z 9780128117088
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|a (OCoLC)1011673117
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|a TA642
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|a TEC
|x 009020
|2 bisacsh
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|a 624.1/7
|2 23
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| 100 |
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|a Papakakis, Manolis,
|e author.
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| 245 |
1 |
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|a Matrix methods for advanced structural analysis /
|c Manolis Papadrakakis, Evangelos Sapountzakis.
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| 264 |
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|a Kidlington, Oxford, United Kingdom :
|b Butterworth-Heinemann, an imprint of Elsevier,
|c [2018]
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| 300 |
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|a 1 online resource
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 505 |
0 |
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|a 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
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|a 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
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|a 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
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|a 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
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8 |
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|a 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
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| 505 |
8 |
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|a 3.9.1. Application�a#x80;#x94;Global stiffness matrix of plane frame
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| 504 |
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|a Includes bibliographical references and index.
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| 588 |
0 |
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|a Online resource; title from PDF title page (ScienceDirect, viewed November 27, 2017).
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| 650 |
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0 |
|a Structural analysis (Engineering)
|x Matrix methods.
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| 650 |
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0 |
|a Matrix analytic methods.
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| 650 |
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6 |
|a Th�eorie des constructions
|x M�ethodes des matrices.
|0 (CaQQLa)201-0094958
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| 650 |
|
6 |
|a M�ethodes d'analyse matricielle.
|0 (CaQQLa)000261517
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| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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| 650 |
|
7 |
|a Matrix analytic methods
|2 fast
|0 (OCoLC)fst01739436
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| 650 |
|
7 |
|a Structural analysis (Engineering)
|x Matrix methods
|2 fast
|0 (OCoLC)fst01135612
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| 700 |
1 |
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|a Sapountzakis, E. J.
|q (Evangelous J.),
|e author.
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| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780128117088
|z Texto completo
|
