Numerical Simulation Analysis of Wind Interference Effects on Low-rise Gable Roof Buildings

Yi-min Dai, Yangjin Yuan, Shu Jiang, Chi-Yu Li, Kui Guo
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Abstract

A RNG   k model,the Reynolds Averaged Navier-Stokes Equations (RANS) turbulence model, was added in software Fluent 6.3 to simulate the wind tunnel model of Tokyo Polytechnic University and the simulating results were compared to the wind tunnel test data. Then a detailed parametric study is performed for average pressure coefficient of two low-rise gable roof buildings in the same shape which only change the angle of the downstream building. The results show that the mean wind pressure coefficient of upstream building is hardly affected by the angle changing of the downstream building when the distance between buildings is larger than twice of building’s width, while the downstream building is affected relatively large especially at the corner area of ridge at small angles. Introduction It is well established understanding of the failure mechanism and distribution of surface pressure on isolated low-rise building through studies of experts and scholars around the world in recent decades. Such as Zhou and Nie[1] systematically studied the influence of low-rise gable roof building wind pressure coefficient and the surface shape coefficient with different wind attack angle, roof pitch, eave length, eave height, and ratio of wall length to width. Li [2]and Dai[3]did a lot of wind tunnel tests and field measurements about low-rise buildings during typhoons, and some laws that low-rise building’s local surface wind pressure influenced by slope angle and wind direction were summarized. However, low-rise buildings are normally built in large groups and it has complicated wind interference effects among buildings, so some conclusions which came from studying isolated buildings were hard to apply in the practical engineering. Thus some experts and scholars started researching wind field and wind environment about grouped buildings after 1980s and some research results were obtained. Tsutsumiet[4]and Ho[5]discussed interference effect between low-rise buildings and obtained that the influence of wind interference effect was large when buildings built in group, and it should be pay more attention on the research of wind interference effect. Zhao et al.[6]simulated a common two dual-slope roof which in the same shape before and after the light steel plant layout with ANSYS Fluent software, obtained that wind interference should fully considered when the distance between two buildings less than twice the building’s width. Based on software of Fluent 6.3, this study simulated the wind tunnel model of Tokyo Polytechnic University and compared the results to wind tunnel data. Then mean wind pressure coefficient of two low-rise gable roof buildings in the same shape was simulated which only changing the angle of the downstream building, analysed the influence of angle changing to upstream and downstream buildings. It’s expected that the results would provide reference value for studying grouped low-rise buildings. Analysis of Numerical Simulation about Interference Effect on Gable Roof Buildings Buildings are generally built in large groups and often built in similar shapes in one area, but the
风干扰对低层山墙建筑影响的数值模拟分析
在Fluent 6.3软件中加入RNG模型——Reynolds average Navier-Stokes Equations (RANS)湍流模型,对东京工业大学的风洞模型进行模拟,并将模拟结果与风洞试验数据进行对比。在此基础上,对仅改变下游建筑角度的两座相同形状的低层山墙屋面建筑的平均压力系数进行了详细的参数化研究。结果表明:当建筑间距大于2倍建筑宽度时,上游建筑的平均风压系数几乎不受下游建筑角度变化的影响,而在小角度下,下游建筑受影响较大,尤其是在屋脊转角区域。通过近几十年来国内外专家学者的研究,对隔震低层建筑的破坏机制和表面压力分布已经有了较好的认识。Zhou、Nie等[1]系统地研究了不同迎风角、屋面间距、檐长、檐高、墙长宽比对低层山墙屋面建筑风压系数和面形系数的影响。Li[2]和Dai[3]在台风期间对低层建筑进行了大量风洞试验和现场测量,总结了低层建筑局部地面风压受坡角和风向影响的一些规律。然而,低层建筑通常是大量建造的,建筑间的风干扰效应复杂,因此,对孤立建筑的研究得出的一些结论很难在实际工程中应用。因此,20世纪80年代以后,一些专家学者开始对成组建筑的风场及风环境进行研究,并取得了一些研究成果。Tsutsumiet[4]和Ho[5]对低层建筑间的干扰效应进行了讨论,得出建筑成组时风干扰效应的影响较大,应重视对风干扰效应的研究。Zhao等[6]利用ANSYS Fluent软件对轻钢厂房布置前后形状相同的常见两个双坡屋面进行了模拟,得出当两座建筑之间的距离小于建筑宽度的两倍时,应充分考虑风干扰。本研究基于Fluent 6.3软件,对东京工业大学的风洞模型进行仿真,并与风洞数据进行对比。在此基础上,模拟了仅改变下游建筑角度的两种相同形状的低层山墙屋面建筑的平均风压系数,分析了角度变化对上下游建筑的影响。研究结果对研究成组低层建筑具有一定的参考价值。山墙屋顶建筑物干扰效应的数值模拟分析山墙屋顶建筑物一般为大型建筑群,且往往在同一区域内以相似的形状建造,但山墙屋顶的干扰效应是影响山墙结构的重要因素
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