曹本峰^1,2，  朱林辉¹，  郭  益¹
    （1 中国建筑设计研究院上海分院，上海200120；2 同济大学建筑工程系，上海2000920

[摘要] 上海华润中央公园主楼为高99. 9m的超限高层建筑，采用钢筋混凝土剪力墙结构体系。本文介绍了该结构的主要特点和结构分析与设计的有关内容，包括基础设计、结构体系与布置、结构弹性分析、弹塑性分析、构造措施等内容。结构分析表明，该结构可以达到规范要求的抗震性能目标。
[关键词] 超限高层；平面不规则；弹性分析；弹塑性分析
中图分类号：TU318  文献标识码：A  文章编号：1002-848X(2011) Sl-0599-05

Structural design of Huarun Central Park residential bruldings
    Cao Benfeng^1,2, 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