摘要
基于Perform-3D对超高层结构进行罕遇地震作用下的动力弹塑性分析,得到了结构的整体地震响应和构件性能状态。分析结果表明,各构件均实现预设的抗震性能目标,结构满足规范规定的抗震性能水准要求。
Base on Perform-3D, the dynamic nonlinear analysis under the rare earthquake was proceed in the project of a super high-rise build-ing. The overall seismic response of the structure and the performance status of the members are obtained. The analysis results show that all com-ponents achieve the intended target performance levels. The structure seismic performance level satisfies the requirement of specifications.
出处
《山西建筑》
2018年第1期42-44,共3页
Shanxi Architecture
作者简介
陈辉明（1986-）,男,硕士,工程师,一级注册结构工程师;;莫世海（1963-）,男,教授级高级工程师,国家一级注册结构工程师
