《Introduction to structural mechanics and analysis》
作者 | Donald A. DaDeppo 编者 |
---|---|
出版 | Prentice Hall |
参考页数 | 454 |
出版时间 | 1999(求助前请核对) 目录预览 |
ISBN号 | 0138597944 — 求助条款 |
PDF编号 | 813867398(仅供预览,未存储实际文件) |
求助格式 | 扫描PDF(若分多册发行,每次仅能受理1册) |

Chapter 1Analysis of Framed Structures1
1.1 Introduction1
1.2 Force Analysis2
1.3 Principle of Superposition2
1.4 Terminology2
1.5 Stability and Determinacy3
1.6 Practical Application When n = m5
1.7 Statically Determinate Structures6
1.8 Plane Framed Structures7
Problems10
Chapter 2Trusses15
2.1 Stability and Determinacy16
2.2 Forces of Interaction/Internal Force Resultants17
2.3 Force Analysis of Statically Determinate Trusses19
2.4 Method of Joints19
2.5 Method of Sections19
2.6 Conventions and Practice19
Problems27
Chapter 3Internal Force Resultants37
3.1 Internal and External Force Functions and Diagrams38
3.2 Shear and Bending Moment Functions and Diagrams for Beams39
3.3 Relationships Between Internal and External Loads43
3.4 Shear and Bending Moment Diagrams for Frames47
Problems49
Chapter 4Moveable Loads/Influence Functions and Lines57
4.1 Influence Functions/Influence Lines58
4.2 Application of Influence Line Concept63
4.3 Generalized Application64
4.4 Floor Girders67
4.5 Bridge Trusses69
4.6 Extreme Effects Due to Fixed Loads of Variable Placement72
Problems80
Chapter 5Energy Methods (Part 1)93
5.1 Introduction93
5.2 Basic Concepts93
5.3 Virtual Displacement/Virtual Work95
5.4 Contacting Surfaces and Forces96
5.5 Forces97
5.6 Rigid Displacements97
5.7 Small Displacements98
5.8 Rectangular Components99
5.9 Instantaneous Center99
5.10 Principle of Virtual Work100
5.11 Virtual Work of Forces on a Rigid Virtual Displacement100
5.12 Vector Representations and Work Formulations102
5.13 Example Problems103
5.14 Influence Lines108
Problems115
Chapter 6Displacement-Deformation Analysis of Structures126
6.1 Trusses128
6.2 Beams129
6.3 Moment-Area Theorems130
6.4 Notes for Application of the Moment-Area Theorems134
6.5 Procedures for Application of the M-A Theorems to Deflection Analysis135
6.6 Frames143
6.7 Procedures144
6.8 Combination Approach156
Problems158
Chapter 7Energy Methods (Part 2)173
7.1 Introduction173
7.2 Displacements by Virtual Work173
7.3 Procedure175
7.4 Evaluation of δWσ175
7.5 Basic Applications178
7.6 Beam179
7.7 Truss180
7.8 Displacements Due to Applied Loads181
7.9 Beams and Frames182
7.10 Trusses187
7.11 Combined Loads191
7.12 Strain Energy and Internal Force-Deformation Relations194
7.13 Conservative Applied Forces195
7.14 Principle of Stationary Potential Energy196
7.15 Principle of Minimum Potential Energy197
7.16 Complementary Strain Energy and Force-Deformation Relations198
7.17 The Special Case of Hooke's Law199
7.18 Betti's Theorem200
7.19 Maxwell's Reciprocal Theorem201
7.20 Castigliano's Theorems203
7.21 Theorem on Deflections204
7.22 Theorem on Deflections Specialized for Hooke's Law206
7.23 The Theorem of Least Work207
7.24 Application of Castigliano's Theorems209
Problems211
Chapter 8Statically Indeterminate Structures231
8.1 Introduction231
8.2 General Procedure of Analysis233
8.3 Member Rigidity233
8.4 Solution Strategies233
8.5 Force Method234
8.6 Displacement Method and Kinematic Indeterminacy234
8.7 Flexibility and Stiffness: Flexibility Coefficients235
8.8 Stiffness Coefficients237
Chapter 9Force Methods239
9.1 Method of Consistent Deformation239
9.2 Use of Superposition241
9.3 Example Problems241
9.4 Prescribed Displacements257
9.5 The Three-Moment Equation261
9.6 Application Procedure267
9.7 Combined Methods271
9.8 Method of Least Work273
Problems280
Chapter 10Displacement Methods of Analysis308
10.1 Slope-Deflection Equations310
10.2 Applications314
10.3 Note on the Equations of Equilibrium315
10.4 Restatement of the Slope-Deflection Equations315
10.5 End-Rotations316
10.6 Examples of Beams and Frames with Prescribed Joint Displacements316
10.7 Frames with Sidesway326
10.8 Modified Slope-Deflection Equations330
10.9 Applications330
10.10 Sidesway Problems and Superposition333
10.11 Moment Distribution339
10.12 One Independent Joint Rotation343
10.13 Two Independent Joint Rotations344
10.14 Several Independent Joint Rotations346
10.15 Non-Zero Prescribed Displacements and Moment Distribution354
10.16 Sidesway Analysis and Moment Distribution356
10.17 Equations of Equilibrium by Virtual Work: Matrix Methods359
10.18 Hooke's Law366
10.19 Reactions and Virtual Work369
10.20 Strain Energy of Bending373
10.21 Potential Energy of Prescribed Loads376
10.22 Principle of Stationary Potential Energy: Equations of Equilibrium378
10.23 Matrix Formulations—Summary379
10.24 Application Procedure380
Problems387
Chapter 11 Influence Lines415
11.1Introduction415
11.2 Muller-Breslau Principle415
11.3 Influence Lines for Deflection417
11.4 Practical Application417
Problems421
Appendix A424
A.1Supplemental Notes on the Principle of Virtual Work424
Appendix B Sidesway Analysis428
B.1General Formulation and Superposition428
B.2 General Formulation428
B.3 Superposition430
Answers432
References451
Index453
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