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Seismic safety of high-arch dam /
Written for civil, structural and geotechnical engineers, this book presents the latest research and practical experience in the design of high-arch dams in seismically active regions, from an author team that is highly active and experienced in the design, development and construction of 300m high...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam :
Academic Press,
2015.
|
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Title Page; Copyright Page; Contents; Synopsis; Biographies; Preface; Chapter 1
- General description; 1.1
- Construction and seismic safety of high arch concrete dams in China; 1.1.1
- The general conditions of high concrete arch dam construction in our country; 1.1.2
- Seismic general conditions in dam site of concrete high dams in China; 1.2
- The basic concept and its seismic case enlightenment evaluation of seismic safety of high concrete arch dam; 1.2.1
- The basic concept of seismic safety evaluation of high concrete arch dam.
- 1.2.2
- Evaluation of seismic risk of high concrete arch dams1.2.2.1
- Typical seismic cases of high concrete arch dams; 1.2.2.2
- Analysis and enlightenment of high arch dam seismic cases; Part 1
- Seismic Inputs at Site of High Arch Dam; Chapter 2
- Outline of bases of seismic fortification and seismic hazard analysis at dam site; 2.1
- Bases of seismic fortification design and prevention and general seismic danger analysis of engineering worksite; 2.1.1
- Bases for design and prevention; 2.1.2
- General description of earthquake hazard evaluation in engineering site.
- 2.1.2.1
- Basic concept of earthquake hazard evaluation2.1.2.2
- Classifications of latent seismic area; 2.1.2.3
- Determination of seismic activity parameters in latent seismic source areas; 2.1.2.4
- Determination of transcendental probability of dam site seismic motion parameters; 2.2
- Aseismic gradation design and prevention level and determination of corresponding performance objective of high arch dams; 2.2.1
- Aseismic design and prevention level and corresponding performance objective of foreign dams.
- 2.2.2
- The guiding thinking for working out aseismic design prevention level or standard framework2.2.2.1
- Aseismic design and prevention levels corresponding to performance objectives; 2.2.2.2
- Adoption of staging design and prevention and multiperformance objectives; 2.2.2.3
- Concrete quantification of performance objectives; 2.2.3
- Suggestions on revision of aseismic design and prevention level framework in China; 2.3
- Reservoir earthquake; Chapter 3
- Determination of correlation design seismic motion parameters on dam Site; 3.1
- Design of peak ground acceleration.
- 3.2
- Response spectrum attenuation relations and its design response spectrum3.2.1
- Response spectrum attenuation relation; 3.2.1.1
- Response spectrum characteristics; 3.2.1.2
- Attenuation relation of response spectrum; 3.2.2
- Design response spectrum; 3.2.2.1
- Standard response spectrum; 3.2.2.2
- Uniform probability response spectrum; 3.2.2.3
- Site correlation design response spectrum; Chapter 4
- Design acceleration time process; 4.1
- Amplitude and frequency nonsmooth acceleration time process; 4.1.1
- Seeking A solution to THE evolutionary power spectrum.
- 4.1.2
- Objective evolutionary power spectrum empiric model fitting.