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Matrix Analysis of Structures 2nd ed. [Kõva köide]

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  • Formaat: Hardback, 640 pages, kõrgus x laius x paksus: 236x208x30 mm, kaal: 1202 g, Figures; Illustrations, black and white
  • Ilmumisaeg: 01-Jan-2011
  • Kirjastus: CENGAGE Learning Custom Publishing
  • ISBN-10: 1111426201
  • ISBN-13: 9781111426200
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Matrix Analysis of Structures 2nd ed.Suurem pilt
  • Formaat: Hardback, 640 pages, kõrgus x laius x paksus: 236x208x30 mm, kaal: 1202 g, Figures; Illustrations, black and white
  • Ilmumisaeg: 01-Jan-2011
  • Kirjastus: CENGAGE Learning Custom Publishing
  • ISBN-10: 1111426201
  • ISBN-13: 9781111426200
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9781111426200.html
Märksõnad:
This book takes a fresh, student-oriented approach to teaching the material covered in the senior- and first-year graduate-level matrix structural analysis course. Unlike traditional texts for this course that are difficult to read, Kassimali takes special care to provide understandable and exceptionally clear explanations of concepts, step-by-step procedures for analysis, flowcharts, and interesting and modern examples, producing a technically and mathematically accurate presentation of the subject.
1 Introduction
1(22)
1.1 Historical Background
2(1)
1.2 Classical, Matrix, and Finite-Element Methods of Structural Analysis
3(1)
1.3 Flexibility and Stiffness Methods
4(1)
1.4 Classification of Framed Structures
5(5)
1.5 Analytical Models
10(2)
1.6 Fundamental Relationships for Structural Analysis
12(8)
1.7 Linear versus Nonlinear Analysis
20(1)
1.8 Software
21(2)
Summary
21(2)
2 Matrix Algebra
23(25)
2.1 Definition of a Matrix
24(1)
2.2 Types of Matrices
25(2)
2.3 Matrix Operations
27(11)
2.4 Gauss-Jordan Elimination Method
38(10)
Summary
45(1)
Problems
46(2)
3 Plane Trusses
48(80)
3.1 Global and Local Coordinate Systems
49(3)
3.2 Degrees of Freedom
52(6)
3.3 Member Stiffness Relations in the Local Coordinate System
58(9)
3.4 Finite-Element Formulation Using Virtual Work
67(9)
3.5 Coordinate Transformations
76(9)
3.6 Member Stiffness Relations in the Global Coordinate System
85(4)
3.7 Structure Stiffness Relations
89(16)
3.8 Procedure for Analysis
105(23)
Summary
122(1)
Problems
123(5)
4 Computer Program for Analysis of Plane Trusses
128(34)
4.1 Data Input
129(11)
4.2 Assignment of Structure Coordinate Numbers
140(3)
4.3 Generation of the Structure Stiffness Matrix
143(5)
4.4 Formation of the Joint Load Vector
148(2)
4.5 Solution for Joint Displacements
150(2)
4.6 Calculation of Member Forces and Support Reactions
152(10)
Summary
159(2)
Problems
161(1)
5 Beams
162(87)
5.1 Analytical Model
163(8)
5.2 Member Stiffness Relations
171(14)
5.3 Finite-Element Formulation Using Virtual Work
185(6)
5.4 Member Fixed-End Forces Due to Loads
191(6)
5.5 Structure Stiffness Relations
197(9)
5.6 Structure Fixed-Joint Forces and Equivalent Joint Loads
206(8)
5.7 Procedure for Analysis
214(10)
5.8 Computer Program
224(25)
Summary
245(1)
Problems
245(4)
6 Plane Frames
249(91)
6.1 Analytical Model
250(6)
6.2 Member Stiffness Relations in the Local Coordinate System
256(12)
6.3 Coordinate Transformations
268(8)
6.4 Member Stiffness Relations in the Global Coordinate System
276(8)
6.5 Structure Stiffness Relations
284(15)
6.6 Procedure for Analysis
299(18)
6.7 Computer Program
317(23)
Summary
334(1)
Problems
335(5)
7 Member Releases and Secondary Effects
340(77)
7.1 Member Releases in Plane Frames and Beams
341(20)
7.2 Computer Implementation of Analysis for Member Releases
361(1)
7.3 Support Displacements
362(23)
7.4 Computer Implementation of Support Displacement Effects
385(5)
7.5 Temperature Changes and Fabrication Errors
390(27)
Summary
410(1)
Problems
411(6)
8 Three-Dimensional Framed Structures
417(82)
8.1 Space Trusses
418(15)
8.2 Grids
433(23)
8.3 Space Frames
456(43)
Summary
494(1)
Problems
494(5)
9 Special Topics and Modeling Techniques
499(73)
9.1 The Structure Stiffness Matrix Including Restrained Coordinates---An Alternative Formulation of the Stiffness Method
500(6)
9.2 Approximate Matrix Analysis of Rectangular Building Frames
506(8)
9.3 Condensation of Degrees of Freedom, and Substructuring
514(16)
9.4 Inclined Roller Supports
530(3)
9.5 Offset Connections
533(4)
9.6 Semirigid Connections
537(4)
9.7 Shear Deformations
541(4)
9.8 Nonprismatic Members
545(8)
9.9 Solution of Large Systems of Stiffness Equations
553(19)
Summary
568(1)
Problems
569(3)
10 Introduction to Nonlinear Structural Analysis
572(31)
10.1 Basic Concept of Geometrically Nonlinear Analysis
574(5)
10.2 Geometrically Nonlinear Analysis of Plane Trusses
579(24)
Summary
601(1)
Problems
601(2)
Appendix A Computer Software 603(2)
Appendix B Flexibility Method 605(7)
Bibliography 612(2)
Answers to Selected Problems 614(15)
Index 629