- 摘 要
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(中国航空规划建设发展有限公司,北京 100120)
[摘要]杭州市科技馆是具有两个通高玻璃幕墙的共享空间、丰富多变的建筑边际曲线,传力路径复杂的大跨度空间结构与多层结构共存的组合结构体系。对杭州市科技馆采用钢结构方案和钢筋混凝土结构方案进行比较。采用MIDAS设计软件对两种方案进行了多遇地震弹性分析及罕遇地震作用下静力弹塑性(Pushover)分析,针对性能曲线、层间位移角、塑性铰分布等结构性能进行对比分析,并综合考虑施工可行性及投资。研究表明,钢结构方案抗震性能明显优于钢筋混凝土结构方案,且施工方便、施工周期短。经综合对比,最终确定采用钢结构方案。
[关键词]结构选型;弹塑性分析;抗震性能
Design and research of the form selection of the structure for Hangzhou Science & Technology Museum
Zhang Ling, Guan Zhizhong, Zhang Mansheng, Ge Jiaqi, Liu Xingang(China Aviation Planning and Construction Development Co., Ltd., Beijing 100120,China)
Abstract:The structural steel scheme for Hangzhou Science and Technology Museum is compared with the reinforced concrete scheme. The elastic normal seismic analysis and the static elasticplastic ultimate seismic analysis (Pushover analysis) are conducted by using MIDAS software, to compare and analyze the performance curve, the inter-formational displacement, and the distribution of plastic hinge, as well as the construction feasibility and the investment are estimated. As shown in the research, the structural steel scheme has more advantages than the reinforced concrete scheme, and the construction of steel structure is convenient with short period of time. To be comprehensively compared, the structural steel scheme is selected.
Keywords:structural scheme; elastic-plastic analysis; earthquake-resistance performance
作者简介:张玲(1972-),女,高级工程师,一级注册结构工程师。
参考文献
[1]葛家琪,韩志宏,张国军,等. 成都传媒中心大厦结构方案选型与抗震性能分析[C]//第二十届全国高层建筑结构学术会议论文集,2008.
[2]王明珠,管志忠,王树,等. 云顶花园综合楼非线性地震响应分析[C]//第七届全国现代结构工程学术研讨会论文集,2007.
[3]钱稼茹,罗文斌.建筑结构基于位移的延性设计[J].建筑结构,2001,31(4):3-6.
[4]邹钧,吕西林.基于结构性能的抗震设计理论与方法[J].工业建筑,2006,36(9):1-5.