第七届中国花卉博览会花伞结构设计
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李云,张同亿,李炎(中国中元国际工程公司,北京 100089)[摘要]第七届中国花卉博览会花伞结构根据仿生结构设计。结合具体的结构设计,介绍了花伞的结构体系,结构静力、动力分析结果,并根据结果确定合理的混凝土浇筑高度,重点介绍了结构多杆件交叉连接的处理方法,并对复杂节点进行有限元分析。通过对花伞进行静力弹塑性分析,验证了结构性能可以满足规范要求。[关键词]花伞; 静力分析; 动力分析; 静力弹塑性分析中图分类号:TU391 文献标识码:A 文章编号:1002-848X(2013)03-0049-03Structural design on the flower umbrella in the 7th China Flower ExpoLi Yun, Zhang Tongyi, Li Yan(China IPPR International Engineering Corporation, Beijing 100089, China)Abstract: The structural design of the flower umbrella in the 7th China Flower Expo is made with bionic construction. The structural characteristics of the project were described. The static and dynamic analysis of the structure were given, based on the results of which, a reasonable concrete pouring height was determined. The structure of multi rod cross connection processing method was focused and finite element analysis for the complex node was done. Through the static elasto-plastic analysis on the flower umbrella, it verifies the structural properties can meet the requirements of corresponding code.Keywords: flower umbrella; static analysis; dynamic analysis; static elasto-plastic analysis作者简介:李云,硕士,工程师,一级注册结构工程师,Email: liyun@ippr.net参考文献[1]GB 50011—2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社,2010.[2]Federal Emergency Management Agency. FEMA273 NEHRP Guidelines for the seismic rehabilitation of buildings[S].Washington D.C.,1997.[3]Applied Technology Council. Seismic evaluation and retrofit of concrete buildings Volume 1[R]. ATC40 Report,Redwood City,California,1996.[4]童根树.钢结构的平面外稳定[M]. 北京: 中国建筑工业出版社,2005.