| 书目名称 | Improving the Earthquake Resilience of Buildings |
| 副标题 | The worst case appro |
| 编辑 | Izuru Takewaki,Abbas Moustafa,Kohei Fujita |
| 视频video | |
| 概述 | Considers the elastic-plastic behavior of building structures in the critical excitation method for improved building-earthquake resilience.Approaches the uncertainties of structural parameters in str |
| 丛书名称 | Springer Series in Reliability Engineering |
| 图书封面 |  |
| 描述 | .Engineers are always interested in the worst-case scenario. One of the most important and challenging missions of structural engineers may be to narrow the range of unexpected incidents in building structural design. Redundancy, robustness and resilience play an important role in such circumstances. .Improving the Earthquake Resilience of Buildings: The worst case approach. discusses the importance of worst-scenario approach for improved earthquake resilience of buildings and nuclear reactor facilities..Improving the Earthquake Resilience of Buildings: The worst case approach. consists of two parts. The first part deals with the characterization and modeling of worst or critical ground motions on inelastic structures and the related worst-case scenario in the structural design of ordinary simple building structures. The second part of the book focuses on investigating the worst-case scenario for passively controlled and base-isolated buildings. This allows for detailed consideration of a range of topics including:.A consideration of damage of building structures in the critical excitation method for improved building-earthquake resilience, .A consideration of uncertainties of stru |
| 出版日期 | Book 2013 |
| 关键词 | Critical Excitation Method; Earthquake Resistant Design of Buildings; Earthquake Uncertainty Analysis; |
| 版次 | 1 |
| doi | https://doi.org/10.1007/978-1-4471-4144-0 |
| isbn_softcover | 978-1-4471-6235-3 |
| isbn_ebook | 978-1-4471-4144-0Series ISSN 1614-7839 Series E-ISSN 2196-999X |
| issn_series | 1614-7839 |
| copyright | Springer-Verlag London 2013 |
发表于 2025-3-21 19:38:38
