陈  虎，  杜  军，  钟玉柏，  武  芳，  张良平

(华森建筑与工程设计顾问有限公司，深圳518054)

 

[摘要] 以深圳市某局部转换高层建筑为分析对象，采用SATWE,MIDAS,ETABS三种程序对结构进行多遇地震作用下的计算以及弹性时程分析，同时还对结构进行了设防地震下的验算。在罕遇地震下，对结构进行了动力弹塑性分析。按照小中震设计和大震复核的基本思路分析，结果表明工程能满足拟定的抗震性能目标。

[关键词] 多遇地震；弹性时程分析；罕遇地震；性能目标

中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) S2-0251-06

 

Chen Hu, Du Jun, Zhong Yubai, Wu Fang, Zhang Liangping

( Huasen Architecture ＆Engineering Design Consultants Ltd., Shenzhen 518054, China)

 

Abstract: The analysis object is a high-rise building with partial transfer floor in Shenzhen. Based on the SATWE, MIDAS and ETABS software, the structure under the action of frequently occurred earthquake and reference earthquake is analyzed separately. The structure is analyzed through elastic time-analysis methods under the action of frequently occurred earthquake. Under the action of rare earthquake, the elastic-plastic time-analysis methods analysis is camed out. Based on the basic idea of frequent and medium earthquake design and rare earthquake check, the results show that the project can meet the proposed performance objectives.

Keywords: frequently occurred earthquake; elastic time-analysis; rare earthquake; performance objectives