摘要
以两个援外大型体育场主看台悬挑屋盖为工程背景,基于风洞试验刚性模型风压测试数据,从振型、频率以及在风荷载作用下的平均风压系数和脉动风荷载谱密度诸方面,分析和比较了有拱和无拱两种结构形式的大跨悬挑屋盖结构的抗风性能,得出悬挑屋盖挑蓬前沿拱可以明显改善屋盖结构抗风性能的结论,并且通过运用随机振动理论对两体育场悬挑屋盖进行风振响应计算验证了上述结论,总结出前沿拱有利于大跨度悬挑屋盖结构抗风的几点原因。
On the background of grandstand cantilevered roofs of two aiding foreign stadiums, the wind resistance of two large cantilevered roofs with different structure forms is compared on the basis of pressure data acquired from wind tunnel test of rigid models, according to their models, frequencies, mean wind pressure coefficients and fluctuating wind pressure power spectrum densities. A conclusion is made that the arch on the front edge of the large roof can improve the wind resistance, and is validated by calculating wind induced responses of the two kinds of the large roofs. Finally, several reasons for that the arch on the front edge is beneficial to the wind resistance of the large cantilevered roof are concluded.
出处
《重庆建筑大学学报》
EI
CSCD
北大核心
2007年第5期97-102,共6页
Journal of Chongqing Jianzhu University
关键词
大跨悬挑屋盖
挑蓬前沿拱
结构形式
抗风性能
large cantilevered roof
arch on the front edge of the huge roof
structure form
wind resistance
