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作 者:陈建锋[1] 康黎明 郭孟华 许立 杨鑫鑫 CHEN Jianfeng;KANG Liming;GUO Menghua;XU Li;YANG Xinxin(School of Civil Engineering,Chang'an University,Xi'an 710061,Shaanxi,China;The Fourth Construction Co.Ltd of CSCEC 7th Division,Xi'an 710021,Shaanxi,China;Nanjing Kisen International Engineering Co.Ltd,Nanjing 210019,Jiangsu,China)
机构地区:[1]长安大学建筑工程学院,陕西西安710061 [2]中建七局第四建筑有限公司,陕西西安710021 [3]南京凯盛国际工程有限公司,江苏南京210019
出 处:《力学季刊》2022年第2期372-381,共10页Chinese Quarterly of Mechanics
基 金:陕西省重点研发计划(2022SF-478);中央高校基金(300102289104)。
摘 要:本文对连拱式大跨度悬挑屋盖进行了数值风洞试验,分别探讨了在屋盖悬挑前缘增设通风孔、导流板以及同时布设导流板与通风孔这三种气动措施对悬挑屋盖表面风荷载的影响及其作用机理.研究结果表明,同时布设导流板与通风孔的综合气动措施,能显著影响屋盖结构前缘气流的分离,从而减小屋盖的表面风压,并可减弱屋盖的风致振动.在此类屋盖结构设计中,运用综合气动措施可有效降低屋盖整体的升力系数与弯矩系数,对该类屋盖抗风设计较为有利.The numerical wind tunnel test was carried out for the multi-arch long-span cantilever roof,to study the influence of three aerodynamic measures,i.e.,adding an air deflector,adding an aspirail,and simultaneously arranging an air deflector and an aspirail,on the wind load and action mechanism of the cantilever roof.The results show that the separation of air flow at the leading edge of the roof can be significantly affected by the integrated aerodynamic measures,which can reduce the wind pressure on the roof surface and reduce the wind-induced vibration of the roof.In the structural design of this kind of roof,the use of comprehensive aerodynamic measures can effectively reduce the overall lift coefficient and bending moment coefficient of the roof,which is beneficial for the wind resistant design of this kind of roof.
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