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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.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | SCIDIR_ocn935675889 | ||
| 003 | OCoLC | ||
| 005 | 20231120112047.0 | ||
| 006 | m o d | ||
| 007 | cr ||||||||||| | ||
| 008 | 150707s2015 ne ob 001 0 eng d | ||
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| 015 | |a GBB779782 |2 bnb | ||
| 015 | |a GBB595515 |2 bnb | ||
| 016 | 7 | |a 017445912 |2 Uk | |
| 016 | 7 | |a 018322197 |2 Uk | |
| 020 | |a 9780128036273 |q (electronic bk.) | ||
| 020 | |a 0128036273 |q (electronic bk.) | ||
| 020 | |z 9780128036280 |q (hbk.) | ||
| 020 | |z 0128036281 |q (hbk.) | ||
| 035 | |a (OCoLC)935675889 | ||
| 050 | 4 | |a TC540 | |
| 082 | 0 | 4 | |a 627.8 |2 23 |
| 100 | 1 | |a Chen, Houqun, |d 1932- |e author. | |
| 245 | 1 | 0 | |a Seismic safety of high-arch dam / |c Houqun Chen, Shengxin Wu, Faning Dang. |
| 264 | 1 | |a Amsterdam : |b Academic Press, |c 2015. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 500 | |a Preface 1 Introduction First Part: Seismic input of High Arch Dam Sites 2 Establishment of graded fortification levels and relevant performance objectives 3 Establishment of Site-specific design seismic input parameters 4 Time History of Design Acceleration 5 Mechanism of seismic input at dam sites Second Part: Seismic Response Analysis and Seismic Safety Evaluation for Dam-Foundation-Reservoir Water System 6 Method of Non-linear dynamic analysis of dam-foundation-reservoir water system 7 Evaluation Of Stability and Seismic Safety for Abutment Rock Body of High Arch Dam 8 Study on Parallel Computation of Seismic Response Analysis of High Arch Dam 9 Analysis of Examples using Parallel Computation for Practical Project Third Part: Dynamic Tests, Numerical Simulation and Mechanism of Dam Concrete 10 Progress of study on Dynamic Mechanics Properties of Dam Concrete 11 Experimental Study on Dynamic Mechanics Properties of Dam Concrete from Rupture Test 12 Experimental Study on Mechanics Properties of Dam Concrete and Their Components in Static Tension 13 Experimental Study on Static and Dynamic Damage-Fracture Properties of Dam Concrete Based on Acoustic Emission Technique 14 Experimental Study on Dynamic Damage-Fracture Properties of Concrete Based on X-ray Computerized Tomography (CT) Technique 15 Study on Numerical Analysis of Dynamic Performance of Fully Graded Dam Concrete References. | ||
| 588 | 0 | |a CIP data; item not viewed. | |
| 520 | |a 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 arch dams. The book covers the entire subject of dam design for seismic regions, including seismic input mechanisms and modeling, non-linear analysis techniques for dam structure and foundations, concrete material properties, and simulation techniques for dam design. Of particular value are the real-world experimental data and design case studies that enhance the book and ensure that readers can apply the theoretical content to their own projects. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 4.1.2 -- Objective evolutionary power spectrum empiric model fitting. | |
| 650 | 0 | |a Dams |x Design and construction. | |
| 650 | 0 | |a Dam safety. | |
| 650 | 0 | |a Dams |x Environmental aspects. | |
| 650 | 0 | |a Earthquake hazard analysis. | |
| 650 | 6 | |a Barrages |x Conception et construction. |0 (CaQQLa)201-0217411 | |
| 650 | 6 | |a Barrages |x S�ecurit�e. |0 (CaQQLa)201-0103055 | |
| 650 | 6 | |a Barrages |x Aspect de l'environnement. |0 (CaQQLa)201-0175906 | |
| 650 | 6 | |a Risques sismiques. |0 (CaQQLa)201-0237381 | |
| 650 | 7 | |a Dam safety |2 fast |0 (OCoLC)fst00887252 | |
| 650 | 7 | |a Dams |x Design and construction |2 fast |0 (OCoLC)fst00887325 | |
| 650 | 7 | |a Dams |x Environmental aspects |2 fast |0 (OCoLC)fst00887340 | |
| 650 | 7 | |a Earthquake hazard analysis |2 fast |0 (OCoLC)fst00900841 | |
| 700 | 1 | |a Wu, Shengxin, |e author. | |
| 700 | 1 | |a Dang, Faning, |d 1962- |e author. | |
| 776 | 0 | 8 | |i Print version: |z 9780128036280 |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780128036280 |z Texto completo |