摘要
以合肥华润中心为例,采用Perform3D软件对结构进行了罕遇地震下弹塑性分析,并检验了结构抗震安全性,计算结果显示结构具有较好的弹塑性工作性能,满足大震不倒的设防要求。
Taking Hefei China Resource Centre as an example, the paper inspects the anti-seismic ability of structure by dynamic elastic-plastic time history analysis using Perform3D. The calculated results show that the structure has good elastic-plastic working performance and it meet the requirements of no collapse under rare earthquake.
出处
《山西建筑》
2013年第14期48-50,共3页
Shanxi Architecture
关键词
超高层建筑
双塔大底盘
弹塑性时程分析
抗震性能
super high-rise building, two-tower structure with a common podium, elastic-plastic history analysis, anti-seismic performance
