上海虹桥商务区3号地块3号楼结构设计
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（中国建筑设计研究院上海分院，上海 200120）[摘要]上海虹桥商务区3号地块3号楼为超限高层，立面上宽下窄，外伸11.3m，采用框架剪力墙结构体系。本文介绍了该结构的斜柱设计方案的选取和结构分析的有关内容，包括方案比较、结构弹性分析、弹塑性分析等内容。[关键词]超限高层;斜柱设计;弹塑性分析中图分类号：TU973 文献标识码：A 文章编号：1002-848X(2013)S1-0158-04Structural design of No. 3 building in the Hongqiao Business District No. 3 blockGuo Yi(China Architecture Design & Research Institute (shanghai), Shanghai 200120，China)Abstract: The tall building in Shanghai Hongqiao District No.3 block, with the facade of wide above and narrow below for 11.3m, is a complicated frame-shear wall structure building. This article introduces the key points of structure designing of this building, including the structure scheme design of the inclined column, elastic analysis, elastic-plastic analysis, and so on.Keywords: ultra limited building; structure design of inclined column; elastic-plastic analysis
