Structural Analysis and Design : Some Microcomputer Applications.
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...
Clasificación: | Libro Electrónico |
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Autor principal: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Burlington :
Elsevier Science,
2014.
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Edición: | 2nd ed. |
Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Structural Analysis and Design: Some Microcomputer Applications; Copyrigh Page; Tabe of Contents; PREFACE TO THE SECOND EDITION; PREFACE TO THE FIRST EDITION; NOTATION; CHAPTER 1. AN INTRODUCTION TO STRUCTURAL COMPUTATION; 1.1. INTRODUCTION; 1.2. THE MINICOMPUTER; 1.3. LANGUAGES; 1.4. SOME SMALL STRUCTURAL PROBLEMS; 1.6. COMMENTS; 1.7. REFERENCES; CHAPTER 2. SOME BEAM CALCULATIONS; 2.1. INTRODUCTION; 2.2. THE SIMPLE UNIFORM BEAM; 2.3. THE NON-UNIFORM BEAM; 2.4. DESIGN OF PLATE GIRDERS; 2.5. COMMENTS; 2.6. REFERENCES; CHAPTER 3. COMPUTATION OF BENDING STRESSES; 3.1. INTRODUCTION.
- 3.2. simple flexural theory3.3. programming the area calculations; 3.4. comments; chapter 4. eccentrically loaded connections; 4.1. introduction; 4.2. analysis for bolted shear connections; 4.3. analysis for welded shear connections; 4.4. the programs for joint analysis; 4.5. comments; 4.6. reference; chapter 5. solution of simultaneous equations; 5.1. introduction; 5.2. some array operations in fortran; 5.3. solution by gaussian elimination; 5.4. solution by compact elimination methods; 5.5. comments; 5.6. references; chapter 6. analysis of plane trusses; 6.1. introduction.
- 6.2. displacement analysis of trusses6.3. automating the displacement method; 6.4. the frame stiffness matrix; 6.5. comments; 6.6. references; chapter 7. analysis of space trusses; 7.1. introduction; 7.2. stiffness equation generation; 7.3. allowance for initial strains; 7.4. comments; chapter 8. analysis of plane rigid frames (1); 8.1. introduction; 8.2. the statics matrix; 8.3. the member flexibility equations; 8.4. the deformation compatibility equations; 8.5. the frame stiffness equations; 8.6. comments; chapter 9. analysis of plane rigid frames (2); 9.1. introduction.
- 9.2. allowance for finite shear strains9.3. allowance for internal hinges; 9.4. allowance for initial strains; 9.5. allowance for transverse loading on members; 9.6. comments; chapter 10. the analysis of simple and continuous beams; 10.1. introduction; 10.2. stiffness analysis; 10.3. plane frame program; 10.4. beam program; 10.5. beam loading; 10.6. influence lines; 10.7. influence coefficient program; 10.8. conclusions; 10.9. references; chapter 11. analysis of plane grillages; 11.1. introduction; 11.2. the bow girder; 11.3. the statics matrix; 11.4. automatic grillage analysis.
- 11.5. commentschapter 12. analysis of rigid space frames; 12.1. introduction; 12.2. the stress-resultants; 12.3. the member stiffness equations; 12.4. the statics matrix; 12.5. the general program; 12.6. comments; 12.7. reference; chapter 13. elastic-plastic analysis of plane frames; 13.1. introduction; 13.2. elastic-plastic analysis; 13.3. automatic elastic-plastic analysis; 13.4. programming the method of elastic-plastic analysis; 13.5. comments; 13.6. references; chapter 14. analysis of suspension cables; 14.1. introduction; 14.2. the chain calculation.