摘要
采用性能设计的概念和准则,依据对广电中心裙房C"超限"审查意见,对复杂结构工程的抗震设防目标进行了详细的定量计算分析,介绍了在罕遇地震作用下结构抗震性能设计的适用方法。
According to the opinions of censorship,the conception and criterion of performance-base design were adopted in the design of complicated structures;the corresponding method to control the earthquake-resist performance of the structure under the rare earthquake was introduced.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期584-586,共3页
Building Structure
关键词
多遇地震
罕遇地震
性能设计
frequency earthquake
rare earthquake
performance - based design