大跨度开口双拱屋盖结构风荷载分析

Li Xiaorun, Song Bo
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引用次数: 0

摘要

由于大跨度双拱屋盖结构的复杂性,我国的荷载规范不足以满足设计要求。应采用其他方法确定屋面结构的风荷载。计算流体力学(CFD)是一种新兴的风荷载研究方法。基于ANSYS-CFX12软件平台,采用雷诺应力模型(RSM)计算了大跨度双拱结构屋面的风压分布和风环境。通过仿真,得到了不利风形系数,为设计人员提高关键部件的安全使用性能提供了依据。
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Analysis of Wind Loads Acting on Large Span Double-Arched Roof Structure with Opening Ends
Due to the complexity of large span double-arched roof structure, Chinese load codes are not enough for the design. Other method should be used to ascertain the wind load on the roof structure. Computational fluid dynamic (CFD) is a newly developed research method for wind loads. The distribution of wind pressure and wind environment on the roofs of large span double-arched structure were computed based on ANSYS-CFX12 software platform with Reynolds stress model(RSM). By the simulation, the unfavorable wind shape coefficient is obtained which help the designer to enhance the key component for the safety of the serviceability performance.
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