某超限高层建筑结构弹塑性动力时程分析实例

On analysis of elastic-plastic time-history of some super-high-rise building

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.