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。
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.
出处
《建筑结构》
CSCD
北大核心
2013年第S1期158-161,共4页
Building Structure
关键词
超限高层
斜柱设计
弹塑性分析
ultra limited building
structure design of inclined column
elastic-plastic analysis