昆明小厂村超限高层建筑剪力墙结构抗震设计
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（广州瀚华建筑设计有限公司， 广州 510655）
［摘要］昆明小厂村项目由4栋127.7～129.8m高的超高层住宅组成，属于 B级高度的剪力墙结构体系。介绍了该8度设防区超高层剪力墙结构体系抗震性能化设计的主要结果，特别介绍了采用弹塑性分析软件PERFORM-3D在“中震可修、大震不倒”二阶段抗震设计中的具体应用情况，并根据PERFORM3D中震动力弹塑性分析与SATWE弹性中震分析的比较结果，针对8度区同类结构的中震分析提出了建议。［关键词］超高层剪力墙结构; 8度设防区; PERFORM-3D; 动力弹塑性分析; 抗震性能化设计中图分类号：TU318,2,TU973 文献标识码：A 文章编号：1002-848X(2015)17-0014-07
Seismic design of out-of-code high-rise shear wall structure in Xiaochang Village in KunmingYao Yongge, Xie Chun, Wang Yingcong（Guangzhou Hanhua Architects+Engineers Co., Ltd., Guangzhou 510655, China）Abstract: The project of Xiaochang Village in Kunming consists of 4 B-level height super high-rise residential shear wall structures with heights from 127.7m to 129.8m. The main performance-based seismic design results of the structures in region of 8-level seismic precautionary intensity were introduced, specially the application of the elastic-plastic analysis software PERFORM-3D in the two-stage seismic design of “repairable under the fortification earthquake and no collapsing under the rare earthquake”. According to the comparison results of the dynamic elastic-plastic analysis under the fortification earthquake by software PERFORM-3D and the elastic analysis under the fortification earthquake by software SATWE, recommendations were proposed to provide reference for analysis of similar structures in region of 8-level seismic precautionary intensity under the fortification earthquake.Keywords: super high-rise shear wall structure; region of 8-level seismic precautionary intensity; PERFORM-3D; dynamic elastic-plastic analysis; performance-based seismic design
作者简介：姚永革，硕士，高级工程师，总工程师，Email：yaoyongge@gzhanhua.com。
