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复杂环境下大跨度倾斜平屋面的风洞试验

Wind Tunnel Test of Inclined Long-span Flat Roof in Complex Circumstance
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摘要 为了研究处于复杂环境下大跨度倾斜平屋面的平均风压及脉动风压的分布特性 ,对一实际工程模型进行了刚性模型测压试验 .试验在模拟的大气边界层风场中进行 ,得到了结构在各个风向角下的风压系数分布 ;通过对试验数据的分析 ,可知随着风向角和周围建筑相对方位的改变 ,屋面风压的分布主要有三种类型 ;此时屋面的风荷载与由《建筑结构荷载规范》得到的风荷载取值是不相同的 . In order to investigate the distribution characteristics of the mean wind pressure and the fluctuating wind pressure on the inclined long-span flat roof in complex circumstance, an actual construction was employed to measure its pressure by applying a rigidity model. This measurement is carried out in a simulated wind field of the aerosphere boundary. The wind-pressure coefficient distributions of the structure in different wind directions were then obtained. It is concluded by the analysis of experimental data that the pressure distribution changes with wind direction and the buildings around the structure, which mainly exhibits three types, and that the wind load of the roof obtained by the experiment is different from that obtained by the Load Code for the Design of Building Structure.
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第11期75-80,共6页 Journal of South China University of Technology(Natural Science Edition)
基金 华南理工大学自然科学基金资助项目 (30 4 -E5 0 4 0 5 0 0 )
关键词 风洞试验 大跨度倾斜平屋面 平均风压系数 脉动风压系数 wind tunnel test inclined long-span flat roof mean wind-pressure coefficient fluctuating wind-pressure coefficient
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参考文献3

  • 1Yasushi Uematsu, Keisuke Watanabe, Akihiro Sasaki,et. al. Wind-induced dynamic response and resultant load estimation of a circular flat roof [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999,83:251-261.
  • 2Uematsu Y, Yamada M, Karasu A. Design wind loads for structural frames of flat long-span roofs: Gust loading factor for the beams supporting roofs [J]. Wind Engineering Industrial Aerodynamics, 1997,66:35 - 50.
  • 3Suzuki M, Sanada S, Hayami Y, et, al. Prediction of wind-induced response of a semi-rigid hanging roof [J]. Journal of Wind Engineering and Industrial Aerodynamic, 1997,83: 357 - 366.

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