摘要
以武汉体育中心体育场篷盖索膜张拉整体结构为研究对象 ,应用ANSYS有限元分析软件 ,依据已知的结构设计参数 ,在设计荷载作用下对该体育场索膜张拉整体结构进行了静力性能分析 ,得出了一些有意义的结果 。
The cable and membrane structure in China has developed very quickly in recent years.Now the design of the pavilion of Wuhan palaestra adopted tensioned fabric structure.The computational theory of cable and membrane structure is described.Under the environment of the finite element analysis software ANSYS and according to the known structure design parameter,the static behaviour of the tensioned fabric structure under design loads is analysed,and some useful results are acquired,which can be reference to similar projects.
出处
《建筑结构》
CSCD
北大核心
2003年第6期43-45,共3页
Building Structure
