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Structural Analysis 1 : Statically Determinate Structures.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Newark :
John Wiley & Sons, Incorporated,
2018.
|
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Half-Title Page; Dedication; Title Page; Copyright Page; Contents; Preface; 1. Introduction to Structural Analysis; 1.1. Introduction; 1.2. Concept of a structure; 1.3. Structural analysis; 1.4. History of structural analysis; 1.5. Classification of structures; 1.5.1. Plane trusses; 1.5.2. Beams; 1.5.3. Frames; 1.5.4. Crossbeams; 1.5.5. Arches; 1.6. Static indeterminacy of structures; 1.6.1. Trusses; 1.6.2. Beam and frames; 1.7. Sign convention; 1.8. Conclusion; 1.9. Problems; 2. Actions on Structures; 2.1. Loads; 2.2. Permanent loads; 2.3. Live loads; 2.4. Snow loads; 2.5. Wind loads.
- 2.6. Seismic loads2.7. Thermal loads; 2.8. Hydrostatic loads and land thrust; 2.9. Conclusion; 2.10. Problems; 3. External Analysis of Plane Structures; 3.1. External equilibrium of structures; 3.2. External and internal actions; 3.2.1. External actions; 3.2.2. Internal actions; 3.3. Types of plane structure supports; 3.4. Static determinacy, static indeterminacy and structural stability; 3.4.1. External analysis; 3.4.2. Internal analysis; 3.5. Calculation of support reactions; 3.6. Superposition principle; 3.7. Matrix formulation; 3.8. Conncept of displacement; 3.9. Concept of work.
- 3.10. Principle of virtual work3.11. Calculation of reactions by the virtual work method; 3.12. Conclusion; 3.13. Problems; 4. Analysis of Trusses; 4.1. Definition of a truss; 4.2. Hypothesis of analysis; 4.3. Sign convention and representation of internal forces; 4.4. Degree of static indeterminacy and stability of trusses; 4.4.1. External analysis; 4.4.2. Internal analysis; 4.5. Analysis methods of trusses; 4.5.1. Method of joint equilibrium; 4.5.2. Method of sections; 4.5.3. Matrix method; 4.5.4. Graphic or Cremona method; 4.6. Composite trusses; 4.7. Complex trusses; 4.8. Space trusses.
- 4.8.1. Space truss analysis4.9. Conclusion; 4.10. Problems; 5. Internal Analysis of Beams and Frames; 5.1. Normal force, shear force and bending moment; 5.2. Sign convention; 5.3. Beam analysis procedure; 5.4. Diagrams of internal actions; 5.5. Relationship between loading, shear force and bending moment; 5.6. Static determinacy, static indeterminacy and instability of beams and frames; 5.7. Plane frame analysis procedure; 5.8. Conclusion; 5.9. Problems; 6. Deflections of Elastic Beams: Energy Methods; 6.1. Elastic deflection of beams; 6.2. Calculation of deflections.
- 6.2.1. Method of the differential equation of the elastic line6.2.2. Direct integration method; 6.2.3. Moment-area method; 6.2.4. Conjugate beam method; 6.3. Superposition principle; 6.4. Conclusion; 6.5. Problems; 7. Structural Deflections: Energy Methods; 7.1. Work of external actions; 7.2. Internal or strain energy; 7.3. Principle of energy conservation; 7.4. Principle of virtual work; 7.4.1. Method of virtual work: trusses; 7.4.2. Method of virtual work: beams; 7.4.3. Method of virtual work: frames; 7.5. Conservation of energy and strain energy; 7.6. Castigliano's theorem.