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以邯郸市奥体中心羽毛球馆双层球面型网壳屋盖作为背景进行分析计算,利用大型有限元分析软件ANSYS建立三维有限元模型,对该结构进行单向水平地震及水平加竖向双向地震作用下的行波效应分析,研究了在不同视波速下多维地震作用下控制杆件内力以及结构位移响应变化情况。
The double sphere spherical shell roof of Badminton Hall in Handan Olympic Sports Center was used as the background to analyze and calculate. The finite element analysis software ANSYS was used to establish the three-dimensional finite element model. The structure was subjected to one-way horizontal earthquake and horizontal and vertical two-way earthquake Under the action of traveling wave effect, the variation of internal force and displacement response of control rod under multi-dimensional seismic action under different apparent wave velocities is studied.