张  琳，  张德龙，  程华群，  郭立峰

(深圳市华阳国际工程设计有限公司，深圳518038)

 

[摘要] 介绍了剪力墙超高层住宅抗震性能目标的确定，通过小震弹性计算分析、中震弹性及中震不屈服计算分析、大震动力弹塑性时程分析、楼板应力分析等，并对结构的薄弱部位和薄弱构件采取有针对性的抗震加强措施，论证了结构可达到预期的抗震性能目标。

[关键词] 剪力墙结构；超高层住宅；结构抗震性能目标；弹性计算分析；中震弹性计算分析；中震不屈服计算

分析；动力弹塑性时程分析

中图分类号：TU398 +.2    文献标识码：A  文章编号：1002-848X(2012) S2-0262-04

 

Zhang Lin, Zhang Delong, Cheng Huaqun, Guo Lifeng

( Shenzhen Capol Intemational & Associates Limited,  Shenzhen 518038,  China)

 

Abstract: The determination of structural seismic performance objectives of the shearwall super high-rise residential Hulding was introduced. Based on elastic calculation analysis under multiple earthquake, elastic and non-yielding calculation analysis under moderate earthquake, dynamic elastic-plastic time-history analysis under rare earthquake, and adopted the corresponding seismic strengthening measures on the weak positions and members, the results proved that the structure can achieve the anticipated seismic performance objectives.

Keywords: shearwall structure; super high-rise residential building; seismic performance objectives of structure; elastic calculation analysis; elastic calculation analysis under moderate earthquake; non-yielding calculation analysis under moderate efuthquake; dynanuc elastic-plastic time-history analysis