Harrison Structural Analysis and Design

Some Microcomputer Applications
2. Auflage 2014
ISBN: 978-1-4832-9912-9
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark

E-Book, Englisch, 858 Seiten, Web PDF

This book is designed to give the structural engineer training in microcomputer technology, starting with theory and computer methods in Part 1 and culminating in extensive listings of programs in both Fortran 77 and Basic in Part 2. Because it provides programs and the information to understand and modify them for specific purposes, it can be used as a text for graduate engineering students or by the professional engineer interested in learning how computers can be applied to practical problems. Data files and worked solutions are included. Some forty programs are explained ranging from cross-sectional and connection analysis, through equation solution methods to linear elastic analysis of plane and space frames, as well as describing the non-linear and large deformation treatment of a variety of frame, cable and arch structures. This new edition extensively revises the chapter on beam analysis, with more powerful theory and programs suitable to the microcomputers of today.

Autoren/Hrsg.

Harrison, H. B.

Inhaltsverzeichnis

1;Front Cover;1
2;Structural Analysis and Design: Some Microcomputer Applications;4
3;Copyrigh Page;5
4;Tabe of Contents;6
5;PREFACE TO THE SECOND EDITION;16
6;PREFACE TO THE FIRST EDITION;22
7;NOTATION;26
8;CHAPTER 1. AN INTRODUCTION TO STRUCTURAL COMPUTATION;30
8.1;1.1. INTRODUCTION;30
8.2;1.2. THE MINICOMPUTER;31
8.3;1.3. LANGUAGES;31
8.4;1.4. SOME SMALL STRUCTURAL PROBLEMS;33
8.5;1.6. COMMENTS;37
8.6;1.7. REFERENCES;38
9;CHAPTER 2. SOME BEAM CALCULATIONS;40
9.1;2.1. INTRODUCTION;40
9.2;2.2. THE SIMPLE UNIFORM BEAM;40
9.3;2.3. THE NON-UNIFORM BEAM;43
9.4;2.4. DESIGN OF PLATE GIRDERS;45
9.5;2.5. COMMENTS;46
9.6;2.6. REFERENCES;46
10;CHAPTER 3. COMPUTATION OF BENDING STRESSES;48
10.1;3.1. INTRODUCTION;48
10.2;3.2. SIMPLE FLEXURAL THEORY;49
10.3;3.3. PROGRAMMING THE AREA CALCULATIONS;52
10.4;3.4. COMMENTS;54
11;CHAPTER 4. ECCENTRICALLY LOADED CONNECTIONS;58
11.1;4.1. INTRODUCTION;58
11.2;4.2. ANALYSIS FOR BOLTED SHEAR CONNECTIONS;59
11.3;4.3. ANALYSIS FOR WELDED SHEAR CONNECTIONS;62
11.4;4.4. THE PROGRAMS FOR JOINT ANALYSIS;65
11.5;4.5. COMMENTS;66
11.6;4.6. REFERENCE;67
12;CHAPTER 5. SOLUTION OF SIMULTANEOUS EQUATIONS;68
12.1;5.1. INTRODUCTION;68
12.2;5.2. SOME ARRAY OPERATIONS IN FORTRAN;68
12.3;5.3. SOLUTION BY GAUSSIAN ELIMINATION;71
12.4;5.4. SOLUTION BY COMPACT ELIMINATION METHODS;76
12.5;5.5. COMMENTS;81
12.6;5.6. REFERENCES;81
13;CHAPTER 6. ANALYSIS OF PLANE TRUSSES;82
13.1;6.1. INTRODUCTION;82
13.2;6.2. DISPLACEMENT ANALYSIS OF TRUSSES;83
13.3;6.3. AUTOMATING THE DISPLACEMENT METHOD;88
13.4;6.4. THE FRAME STIFFNESS MATRIX;91
13.5;6.5. COMMENTS;93
13.6;6.6. REFERENCES;94
14;CHAPTER 7. ANALYSIS OF SPACE TRUSSES;96
14.1;7.1. INTRODUCTION;96
14.2;7.2. STIFFNESS EQUATION GENERATION;96
14.3;7.3. ALLOWANCE FOR INITIAL STRAINS;97
14.4;7.4. COMMENTS;98
15;CHAPTER 8. ANALYSIS OF PLANE RIGID FRAMES (1);102
15.1;8.1. INTRODUCTION;102
15.2;8.2. THE STATICS MATRIX;104
15.3;8.3. THE MEMBER FLEXIBILITY EQUATIONS;105
15.4;8.4. THE DEFORMATION COMPATIBILITY EQUATIONS;107
15.5;8.5. THE FRAME STIFFNESS EQUATIONS;108
15.6;8.6. COMMENTS;111
16;CHAPTER 9. ANALYSIS OF PLANE RIGID FRAMES (2);114
16.1;9.1. INTRODUCTION;114
16.2;9.2. ALLOWANCE FOR FINITE SHEAR STRAINS;115
16.3;9.3. ALLOWANCE FOR INTERNAL HINGES;116
16.4;9.4. ALLOWANCE FOR INITIAL STRAINS;119
16.5;9.5. ALLOWANCE FOR TRANSVERSE LOADING ON MEMBERS;120
16.6;9.6. COMMENTS;122
17;CHAPTER 10. THE ANALYSIS OF SIMPLE AND CONTINUOUS BEAMS
;126
17.1;10.1. INTRODUCTION;126
17.2;10.2. STIFFNESS ANALYSIS;126
17.3;10.3. PLANE FRAME PROGRAM;127
17.4;10.4. BEAM PROGRAM;128
17.5;10.5. BEAM LOADING;130
17.6;10.6. INFLUENCE LINES;131
17.7;10.7. INFLUENCE COEFFICIENT PROGRAM;132
17.8;10.8. CONCLUSIONS;133
17.9;10.9. REFERENCES;133
18;CHAPTER 11. ANALYSIS OF PLANE GRILLAGES;134
18.1;11.1. INTRODUCTION;134
18.2;11.2. THE BOW GIRDER;134
18.3;11.3. THE STATICS MATRIX;136
18.4;11.4. AUTOMATIC GRILLAGE ANALYSIS;137
18.5;11.5. COMMENTS;139
19;CHAPTER 12. ANALYSIS OF RIGID SPACE FRAMES;142
19.1;12.1. INTRODUCTION;142
19.2;12.2. THE STRESS-RESULTANTS;142
19.3;12.3. THE MEMBER STIFFNESS EQUATIONS;144
19.4;12.4. THE STATICS MATRIX;144
19.5;12.5. THE GENERAL PROGRAM;150
19.6;12.6. COMMENTS;151
19.7;12.7. REFERENCE;152
20;CHAPTER 13. ELASTIC–PLASTIC ANALYSIS OF PLANE

FRAMES;154
20.1;13.1. INTRODUCTION;154
20.2;13.2. ELASTIC-PLASTIC ANALYSIS;154
20.3;13.3. AUTOMATIC ELASTIC–PLASTIC ANALYSIS
;156
20.4;13.4. PROGRAMMING THE METHOD OF ELASTIC–PLASTIC ANALYSIS
;160
20.5;13.5. COMMENTS;161
20.6;13.6. REFERENCES;163
21;CHAPTER 14. ANALYSIS OF SUSPENSION CABLES;164
21.1;14.1. INTRODUCTION;164
21.2;14.2. THE CHAIN CALCULATION;165
21.3;14.3. IMPROVEMENT OF THE INITIAL VALUES;167
21.4;14.4. CABLE OF CONSTANT LENGTH;169
21.5;14.5. CABLE OF CONSTANT TENSION;171
21.6;14.6. COMMENTS;171
21.7;14.7. REFERENCES;172
22;CHAPTER 15. DESIGN OF SUSPENSION CABLES;174
22.1;15.1. INTRODUCTION;174
22.2;15.2. CABLE ANCHORAGE STIFFNESS;175
22.3;15.3. EFFECT OF TEMPERATURE CHANGES;177
22.4;15.4. CONSTANT SECTION CABLE DESIGN;177
22.5;15.5. CONSTANT STRENGTH CABLE DESIGN;179
22.6;15.6. COMMENTS;180
22.7;15.7. REFERENCES;182
23;CHAPTER 16. STATIC ANALYSIS OF UNGUYED TOWERS;184
23.1;16.1. INTRODUCTION;184
23.2;16.2. THE PROBLEM SPECIFICATION;184
23.3;16.3. THE NUMERICAL PROCEDURE;186
23.4;16.4. COMMENTS;189
23.5;16.5. REFERENCES;192
24;CHAPTER 17. ANALYSIS OF PLANE BEAM-COLUMNS;194
24.1;17.1. INTRODUCTION;194
24.2;17.2. THE DISCRETE ELEMENT MODEL;195
24.3;17.3. NATURE OF THE COLUMN LOADING;198
24.4;17.4. COMMENTS;200
24.5;17.5. REFERENCES;202
25;CHAPTER 18. ANALYSIS OF ELASTICALLY SUPPORTED BEAMS
;204
25.1;18.1. INTRODUCTION;204
25.2;18.2. DISCRETE ELEMENT REPRESENTATION;205
25.3;18.3. THE INITIAL VALUES;207
25.4;18.4. THE BOUNDARY ERRORS;209
25.5;18.5. THE NUMERICAL ITERATION PROCEDURE;210
25.6;18.6. COMMENTS;211
25.7;18.7. REFERENCES;213
26;CHAPTER 19. ANALYSIS OF PLANE RINGS AND ARCHES;214
26.1;19.1. INTRODUCTION;214
26.2;19.2. THE PROVING RING;214
26.3;19.3. THE UNIFORM CIRCULAR ARCH;218
26.4;19.4. THE UNIFORM PARABOLIC ARCH;220
26.5;19.5. THE SYMMETRICAL PORTAL FRAME;221
26.6;19.6. THE NON-UNIFORM ARCH;223
26.7;19.7. COMMENTS;223
26.8;19.8. REFERENCES;226
27;CHAPTER 20. AN INTRODUCTION TO COMPUTER GRAPHICS;228
27.1;20.1. INTRODUCTION;228
27.2;20.2. TERMINAL EQUIPMENT;229
27.3;20.3. PROGRAMMING FOR A GRAPHICS TERMINAL;229
27.4;20.4. COMMENTS;237
27.5;20.5. REFERENCES;244
28;INDEX;246
29;APPENDIX 1: AN INTRODUCTION TO STRUCTURAL COMPUTATION;250
30;APPENDIX 2: SOME BEAM CALCULATIONS;262
31;APPENDIX 3: COMPUTATION OF BENDING STRESSES;296
32;APPENDIX 4: ECCENTRICALLY LOADED CONNECTIONS;314
33;APPENDIX 5: SOLUTION OF SIMULTANEOUS EQUATIONS;330
34;APPENDIX 6: ANALYSIS OF PLANE TRUSSES;370
35;APPENDIX 7: LANALYSIS OF SPACE TRUSSES;412
36;APPENDIX 8: ANALYSIS OF PLANE RIGID FRAMES (1);442
37;APPENDIX 9: ANALYSIS OF PLANE RIGID FRAMES (2);486
38;APPENDIX 10: ANALYSIS OF SIMPLE AND CONTINUOUS BEAMS;516
39;APPENDIX 11: ANALYSIS OF PLANE RIGID GRILLAGES;562
40;APPENDIX 12: ANALYSIS OF RIGID SPACE FRAMES;606
41;APPENDIX 13: ELASTIC-PLASTIC ANALYSIS OF PLANE FRAMES;640
42;APPENDIX 14: ANALYSIS OF SUSPENSION CABLES;662
43;APPENDIX 15: DESIGN OF SUSPENSION CABLES;684
44;APPENDIX 16: STATIC ANALYSIS OF UNGUYED TOWERS;714
45;APPENDIX 17: ANALYSIS OF PLANE BEAM-COLUMNS;732
46;APPENDIX 18: ANALYSIS OF ELASTICALLY SUPPORTED BEAMS;750
47;APPENDIX 19: ANALYSIS OF PLANE RINGS AND ARCHES;770