上海虹橋商務(wù)區(qū)3號地塊3號樓結(jié)構(gòu)設(shè)計(jì)
郭 益
- 摘 要
-
（中國建筑設(shè)計(jì)研究院上海分院，上海 200120）[摘要]上海虹橋商務(wù)區(qū)3號地塊3號樓為超限高層，立面上寬下窄，外伸11.3m，采用框架剪力墻結(jié)構(gòu)體系。本文介紹了該結(jié)構(gòu)的斜柱設(shè)計(jì)方案的選取和結(jié)構(gòu)分析的有關(guān)內(nèi)容，包括方案比較、結(jié)構(gòu)彈性分析、彈塑性分析等內(nèi)容。[關(guān)鍵詞]超限高層;斜柱設(shè)計(jì);彈塑性分析中圖分類號：TU973 文獻(xiàn)標(biāo)識碼：A 文章編號：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
- 下載地址
-
