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The stability of frames /
The Stability of Frames.
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon Press,
1965.
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| Edición: | 1st ed. |
| Colección: | Commonwealth and international library. Structures and solid body mechanics division.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; The Stability of Frames; Copyright Page; Table of Contents ; PREFACE; CHAPTER 1. THE STABILITY AND FAILURE OF INDIVIDUAL MEMBERS; 1.1 Introduction; 1.2 Axially loaded member with terminal couples; 1.3 Member under axial load only; 1.4 The effect of various end conditions; 1.5 The effect of large deformations; 1.6 Axial deformations; 1.7 The bifurcation of equilibrium states; 1.8 Effect of shear deformation on critical loads; 1.9 General treatment of lateral loads; 1.10 The effect of initial lack of straightness; 1.11 Experimental determination of critical load
- 1.12 Inelastic behaviour1.13 Elastic-plastic struts with no initial imperfections; 1.14 Effect of initial imperfections; 1.15 Practical strut formulae; 1.16 The failure of struts with lateral loads; 1.17 The stability of axially loaded members with strain-hardening stress relations-double modulus load; 1.18 The tangent modulus load; 1.19 Non-axial loading of strain-hardening struts; 1.20 Load factor, stress factor and factor of safety; Examples; CHAPTER 2. STABILITY FUNCTIONS; 2.1 Introduction; 2.2 The effect of axial load on member stiffness; 2.3 The functions s and c; 2.4 The function s""
- 2.5 Sway functions s(1 + c) and m2.6 No shear functions n and o; 2.7 Summary of operations; 2.8 Generalised displacements; 2.9 Lateral loads; 2.10 Uniformly distributed load; 2.11 Concentrated load; 2.12 Effect of gusset plates; 2.13 Limitations on the use of stability functions; 2.14 Applications of stability functions; Examples; CHAPTER 3. TRIANGULATED FRAMES; 3.1 Introduction; 3.2 Secondary stresses; 3.3 Internal stresses; 3.4 Critical loads; 3.5 Critical loads-example; 3.6 Combination of disturbances; 3.7 Approximate methods of calculation of critical loads; 3.8 Effect of rigid gussets
- ExamplesCHAPTER 4. RIGID-JOINTED FRAMES; 4.1 Introduction; 4.2 Simple portal; 4.3 Multi-storey single-bay portals; 4.4 Multi-bay multi-storey portals; 4.5 Frames in which members carry primary bending moments; Examples; CHAPTER 5. ELASTIC-PLASTIC BEHAVIOUR; 5.1 Introduction; 5.2 The elastic-plastic behaviour of compression-loaded members; 5.3 The estimation of failure loads of compression-loaded members; 5.4 The elastic-plastic failure of lateral loaded frames-behaviour of a two-storey frame
- 5.5 The elastic-plastic failure of lateral loaded frames-the Rankine load as an approximation to failure load5.6 Ultimate loads of structures in strain-hardening material; Examples; ANSWERS TO EXAMPLES; BIBLIOGRAPHY; TABLES OF STABILITY FUNCTIONS; INDEX