张  卓，  郁钧珺，  张守峰
  （中国建筑设计研究院上海分院，上海 200120）

[摘要] 财富广场采用钢筋混凝土部分框支剪力墙结构。采用基于性能的抗震设计方法，验证不同水准下结构及构件的抗震性能，包括多遇地震弹性计算、弹性时程分析、设防烈度地震弹性及不屈服计算、罕遇地震分析。最后提出了相应的设计措施，使结构能实现预期的性能目标。
[关键词] 超限高层；结构抗震性能设计
中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) Sl-0114-04

Seismic design of ultra-limit high-rise building structure of the Fortune Plaza
Zhang Zhuo, Yu Junjun, Zhang Shoufeng
( China Architecture Design ＆Research Group( Shanghai), Shanghai 200120, China)

Abstract: Partial frame-supported shearwall structure is adopted for the Fortune Plaza. Performance based seismic design was used. Structure and component performance were verified under different levels, including elastic analysis under frequent earthquake, elastic time history analysis, un-yielding and elastic analysis under precautionary intensity earthquake, analysis of rare earthquake. Series of relevant were suggested to make sure the performacce object can be well realized.
Keywords: ultra-linut lugh-rise building; performance-based seismic design of structure