ANALYSIS OF MEMBRANE STRUCTURES OF TRACK AND FIELD STAND IN ZHEJIANG SPORTS CENTER
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摘要: 骨架式膜结构是目前应用最广泛的膜结构,运用非线性有限元理论,将找形后的膜面覆盖在骨架结构上,膜面与钢结构组成整体,采用非线性有限元方法对骨架式膜结构在自重和预张力、风荷载、雪荷载等共同作用下的反应进行了分析,对膜结构和骨架结构分开计算和整体计算模型进行了比较,得出了一些有实用价值的结论。Abstract: The framework membrane structures are widely used nowadays. After form-finding the membrane is overlapped the framework structure to make an integral structure. The nonlinear finite element method is employed to analyze the response of the framework membrane structures subjected to the combination of deadload, pre- force, wind and snow loads; and computation results of integrality model and dividing model have been compared, and some useful conclusions are reached.
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GB 50009-2001 建筑结构荷载规范 [2] 石卫华.索杆式展开结构的设计与分析及骨架式膜结构研究:[硕士学位论文].杭州:浙江大学,2003 [3] 卫东,沈世钊.索穹顶中考虑薄膜与索协同工作对结构性能的影响.空间结构,2000(2) [4] 向阳.三种形式的膜结构在体育场中的应用.见:第十届空间结构学术会议论文集.北京:中国建材工业出版社,2002 [5] Wong Yew Wei. Analysis of Wrinkle Patterns in Prestressed Membrane Structures: [ Master Dissertation ]. Cambridge: University of Cambridge,2000 [6] 马永前.张拉膜结构的支撑体系及节点构造研究:[硕士学位论文].杭州:浙江大学,2002
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