（中船第九设计研究院工程有限公司，上海 200063）

[摘要]  对某超限高层框架—剪力墙结构进行了静力弹塑性分析，得出了该结构在小震、中震、大震情况下的性能点和各构件的出铰情况。结合国内外规范从不同角度对结构的抗震性能进行了评价，为本工程的抗震性能化设计提供了依据，并为类似工程的分析与设计提供参考。

[关键词]  超限高层;框架剪力墙;静力弹塑性;塑性铰;剪切应变;性能化

中文分类号：TU375       文献标识码：A        文章编号：1002-848X(2013)S1-1156-05

作者简介：蒋斌，工学硕士，助理工程师， Email：jb2blur@sohu.com。

Seismic analysis about elasto-plastic Pushover method based on performance-based of an out-of-code high-rise office Building

Jiang Bin

(China Shipbuilding NDRI Engineering Co., Ltd.， Shanghai 200063, China)

Abstract：The Frame-Shear Wall structure of an out-of-code high-rise office building is analysised by ElastoPlastic PushOver method. The performance-based points of the structure and the plastic hinged bearings of the structural members are drawn on the condition of low-degree,middle-degree,high-degree Earthquake. The seismic performance is valued from different ways combine the Chinese Codes and forign Codes, wich provided the proof for seismic performance-based design. References are provided for the resemblance project

Keywords：out-of-code high-rise building; frame-shear wall; elasto-plastic Pushover; plastic hinged bearing; shear strain; performance-based.