花炳灿¹，  朱江¹，  吴云缓²，  郑沁宇¹，  丁朝辉²，  姚鉴清¹
(1 现代设计集团现代都市建筑设计院，上海200041; 2 江欢成建筑设计有限公司，上海200041)

[摘要] 上海证大喜马拉雅艺术中心项目外形独特，其中树状仿生建筑在国内外少见。本文结合该工程结构设计的特点，介绍了该工程各部分采取的设计方法和采取的结构抗震措施。由于目前国内尚缺少大型仿生结构的抗震设计经验，且酒店部分存在高位结构转换，本工程对酒店进行了结构振动台试验，并采用ABAQUS进行了整体弹塑性分析，分析和试验结果比较吻合。本工程的结构设计可为同类建筑结构的设计提供借鉴作用。
[关键词] 超限高层结构；抗震设计；弹塑性分析；仿生建筑

    Structural Design of Shanghai Zendai Himalayan Art Center
    Hua Bingcan¹, Zhu Jiang¹, Wu Yunhuan², Zheng Qinyu¹, Ding zhaohui², Yao Jianqing¹
    (l Xiandai Architectural Design Grou PUD Architectural Design Insistute,  Shanghai 200041 ,China; 2 Jiang's Architectural Design Co.  Ltd.. Shanghai, 200041, China)

Abstract: Zendai Himalayan Art Center is composed with some unique bionic( tree - imitating)  buildings that are rarely built in China. Some analysis methods and seismic measurement based on the specialties of the structural design are introduced in the article. Since design experiences of the bionic structure are quite limited, especially with the higher transfer story in the hotel part. The shaking table test of the hotel part was executed, as well as the elasto - plastic analysis which had been camed out by ABAQUS. The results consist with each other and are both satisfied the present codes and specifications. The structural design of the project could provide certain reference function to similar projects in the future.
Keywords: high-rise structure; seismic design; elasto-plastic analysis; bionic building