Loading…

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...

Full description

Bibliographic Details
Call Number:Libro Electrónico
Main Authors: Chen, Houqun, 1932- (Author), Wu, Shengxin (Author), Dang, Faning, 1962- (Author)
Format: Electronic eBook
Language:Inglés
Published: Amsterdam : Academic Press, 2015.
Subjects:
Online Access:Texto completo
Table of Contents:
  • 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.