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作 者:赵鑫[1]
出 处:《电力学报》2008年第6期504-506,共3页Journal of Electric Power
摘 要:以大同京原宾馆网壳屋盖为工程背景,利用大型通用有限元分析软件ANSYS对该网壳进行了恒载、活载、风载下应力和位移分析,考察了该网壳的模态,并与设计软件3D3S的结果进行对比。对钢网壳屋盖的结构选型,荷载取值与工况相组合,对结构计算与工程施工进行了应用分析,为同类施工设计提供了参考。This article taked the network shell roof of Datong Jingyuan hotel as the project background,use large-scale general finite element analysis software ANSYS has carried on under the dead load, the live load, the wind load to analysis the stress and the displacement of this network shell ,inspected this network shell's modality,and carried on the contrast with the design software 3D38 result. And the structure shaping which covered to the steel mesh shell room,the load value and the operating mode combination, the structure computation and the analysis had carried on the introduction. The contrastive analysed indicated. Finite element analysied computed result and designed software computed result basic close,the network shell various members' intensity, stable and the slenderness ratio meets the requests of the code requirement, this structure stable reliable, satisfies the design, the construction and the use.
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