摘要
以实际工程为例,通过分析工程的基本设计条件,对超限高层建筑进行罕遇地震作用下结构弹塑性动力时程分析,并提出切实可行的设计方法及抗震加强措施,以满足建筑抗震性能目标要求。
Taking some project as the example, the paper undertakes the structural elastic-plastic time-history analysis under rare earthquake of the super-high-rise building, and points out feasible design methods and seismic improvement measures, so as to meet the demands for the seismic performance aim of buildings.
出处
《山西建筑》
2015年第16期17-18,共2页
Shanxi Architecture
关键词
超限高层建筑
弹塑性时程分析
性能目标
罕遇地震
super-high-rise building, elastic-plastic time-history analysis, performance aim, rare earthquake
