| 基于建筑功能与性态要求的抗震设计--简评《建筑工程抗震性态设计通则(试用)》(CECS 160:2004) |
| |
| 引用本文： | 莫庸,罗开海.基于建筑功能与性态要求的抗震设计--简评《建筑工程抗震性态设计通则(试用)》(CECS 160:2004)[J].地震工程与工程振动,2005,25(3):181-185. |
| |
| 作者姓名： | 莫庸 罗开海 |
| |
| 作者单位： | 1. 甘肃省建设科技专家委员会,甘肃,兰州,730030
2. 中国建筑科学研究院工程抗震研究所,北京,100013 |
| |
| 摘 要： | 通过对CECS160与GB50011-2001以及IBC-2003等规范的初步对比分析，就CECS160中有关基于性态设计的抗震设防概念、地震动参数取值以及抗震建筑分类等内容进行了讨论，并对CECS160在抗震设计中的具体实施提出一些看法。
|
| 关 键 词： | 基于性态设计 抗震设防 地震动参数 抗震建筑分类 |
| 文章编号： | 1000-1301(2005)03-0181-05 |
Seismic design based on building functions and performance requirements: Brief remarks for "General rule for performance-based seismic design of buildings" (CECS 160:2004) |
| |
| Mo Yong,Luo Kaihai.Seismic design based on building functions and performance requirements: Brief remarks for "General rule for performance-based seismic design of buildings" (CECS 160:2004)[J].Earthquake Engineering and Engineering Vibration,2005,25(3):181-185. |
| |
| Authors: | Mo Yong Luo Kaihai |
| |
| Abstract: | By the primary comparison of CECS 160 with GB50011-2001 and IBC-2003, this paper discusses some respects about the performance-based seismic design of CECS 160, such as the concepts of the seismic fortifications, the parameters of the earthquake ground motion, the classification for the earthquake-resistant buildings and so on. Furthermore, some optionsabout the implementationof CECS 160 are also presented. |
| |
| Keywords: | performance-based seismic design seismic fortifications parameters of earthquake ground motion classification for earthquake-resistant buildings |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
