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)》(CECS160:2004)  

Seismic design based on building functions and performance requirements:Brief remarks for “General rule for performance-based seismic design of buildings” (CECS 160:2004)

作　　者：莫庸 罗开海[2] 

机构地区：[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

出　　处：《地震工程与工程振动》2005年第3期181-185,共5页Earthquake Engineering and Engineering Dynamics

摘　　要：通过对CECS160与GB500112001以及IBC2003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。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.

关 键 词：基于性态设计 抗震设防 地震动参数 抗震建筑分类 

分 类 号：P315.951[天文地球—地震学]