基于性态的建筑工程抗震设计——《建筑工程抗震性态设计通则》述评  

Seismic design based on performance requirements:comments on "General rule for performance-based seismic design of buildings"

作　　者：罗仁 吴国华[2] 

机构地区：[1]云南省城乡规划设计研究院,云南昆明650228 [2]云南省地震局,云南昆明650228

出　　处：《地震工程与工程振动》2006年第4期265-270,共6页Earthquake Engineering and Engineering Dynamics

摘　　要：《建筑工程抗震性态设计通则(试用)》对抗震设计具有重要的指导意义,其中的抗震设计理念同以往的抗震设计规范在抗震设防的思路、概念和方法上有较大的区别。从工程实践的角度,比较了《通则》和现行抗震设计相关规范的区别并对具体应用提出一些看法。＂ General rule for performance-based seismic design of buildings＂ is a tentative standard,which will be of significance to Chinese seismic design. Comparision is made between the ＂General rule for performance-based seismic design of buildings＂ and the current seismic design code. Some suggestions are offered on the ways of how to use the ＂General rule for performance-based seismic design of buildings＂ and also on the problems of how to amend and improve the new generation code for seismic design of buildings.

关 键 词：性态 类别 抗震设计 地震动参数 

分 类 号：P315.951[天文地球—地震学]