- 摘 要
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曹本峰1,2， 朱林輝1， 郭 益1
（1 中國建筑設計研究院上海分院，上海200120；2 同濟大學建筑工程系，上海2000920[摘要] 上海華潤中央公園主樓為高99. 9m的超限高層建筑，采用鋼筋混凝土剪力墻結構體系。本文介紹了該結構的主要特點和結構分析與設計的有關內容，包括基礎設計、結構體系與布置、結構彈性分析、彈塑性分析、構造措施等內容。結構分析表明，該結構可以達到規(guī)范要求的抗震性能目標。
[關鍵詞] 超限高層；平面不規(guī)則；彈性分析；彈塑性分析
中圖分類號：TU318 文獻標識碼：A 文章編號：1002-848X(2011) Sl-0599-05Structural design of Huarun Central Park residential bruldings
Cao Benfeng1,2, Zhu Linhui1, Guo Yi1
(1 China Architecture Design & Research Institute, Shanghai 200120, China; 2 Department of Building Engineering, Tongji Uruversity, Shanghai 200092, China)Abstract: A concrete shear wall structure system is applied in Shanghai Huarun Central Park, wluch is an ultra linuted building with the height of 99.9 meters. The main characteristic of the structure, structural analysis and relevant details of design are introduced, including the foundation design, structural system and arrangement, elastic analysis, elastic-plastic analysis, detailed measures and so on. Structural analysis shows that the prospective performance objectives of earthquake-resistance can be achieved.
Keywords: ultra limited building; irregular structure; elastic analysis; elastic-plastic analysis
