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高层建筑屋顶广告牌风压分布特性
引用本文:顾明,陆文强,韩志惠,周晅毅.高层建筑屋顶广告牌风压分布特性[J].同济大学学报(自然科学版),2015,43(8):1180-1186.
作者姓名:顾明  陆文强  韩志惠  周晅毅
作者单位:同济大学 土木工程防灾国家重点实验室,同济大学 土木工程防灾国家重点实验室,上海市气象科学研究所,同济大学 土木工程防灾国家重点实验室
摘    要:通过对广告牌沿高层建筑屋顶单边布置、邻边布置、三边布置及四周布置这4种方式的刚性模型测压试验,测量了广告牌面板表面风压,研究了其分布规律,讨论了面板表面典型测点脉动风压的频域特性.结果表明:来流方向与广告牌面板表面斜交时,不同布置方式的广告牌面板表面平均风压系数及脉动风压系数均比较大,并且面板边缘附近的数值要比面板内部区域大;不同布置方式的广告牌面板表面极值风压系数分布不同,单边布置时出现最大极值风压,而四周布置时极值风压最小;对于由多块面板组成的屋顶广告牌,相邻面板之间出现气动干扰.

关 键 词:高层建筑  屋顶广告牌  风洞试验  风压分布  功率谱
收稿时间:2014/8/13 0:00:00
修稿时间:2015/4/13 0:00:00

Characteristics of Wind Pressure Distribution on Billboards on High Rise Building Roof
GU Ming,LU Wenqiang,HAN Zhihui and ZHOU Xuanyi.Characteristics of Wind Pressure Distribution on Billboards on High Rise Building Roof[J].Journal of Tongji University(Natural Science),2015,43(8):1180-1186.
Authors:GU Ming  LU Wenqiang  HAN Zhihui and ZHOU Xuanyi
Institution:State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China,State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;Shanghai Institute of Meteorological Science, Shanghai 200030, China and State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:The wind pressure on four types of billboards on high-rise building roof, the arrangements of which are unilateral, adjacent , trilateral and peripheral, was measured with the rigid model pressure tests. The distribution characteristics of mean and fluctuating wind pressure coefficients on different types of billboards and the frequency-domain characteristics of the fluctuating wind pressure of typical pressure taps on the surfaces of the panels are discussed. The results show that the mean wind pressure coefficients and fluctuating wind pressure coefficients on the surfaces of the panels of various arrangements are relatively larger in skew wind case, with the coefficients near the edge larger than those on the inner areas. The extreme wind pressure coefficients distribution on billboards of various arrangements also shows some differences. The maximum extreme wind pressure appears on the unilateral model and the minimum pressure appears on the peripheral model. Aerodynamic interference is observed on the multi-panel billboards.
Keywords:high-rise building  billboards on roof  wind tunnel test  wind pressure distribution  power spectra
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