摘要
对某超限高层建筑在罕遇地震下结构动力弹塑性响应特性进行了分析,研究了结构在大震下关键部位构件塑性发展情况及破坏特征,评估了在大震下结构的抗震安全性能,对工程抗震设计提出了合理化建议。
The paper analyzes dynamic elastic-plastic response of the overrun high-rise building under rare earthquake, studies plastic developing conditions and damage features of critical structural parts, evaluation of the seismic safety performance of the structure under large earthquake, and finally puts forward rational seismic design suggestions.
出处
《山西建筑》
2014年第36期29-30,共2页
Shanxi Architecture
关键词
超限高层建筑
动力弹塑性
抗震设计
overrun high-rise building, dynamic elastic-plastic analysis, seismic design
