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Comparison of microburst-wind loads on low-rise structures of various geometric shapes

机译:各种几何形状的低层结构上的微爆风载荷比较

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Microburst can produce downdraft and strong divergent outflow wind, whose characteristics are distinct from the atmospheric boundary layer (ABL) wind. In the present study, microburst-wind loading effects on low-rise structures - a cubic-shaped building, a grain bin and two gable-roofed buildings - are evaluated and compared by performing laboratory tests on scaled models using a microburst simulator at Iowa State University. Velocity and turbulence intensity profiles at selected locations were studied. The distribution of mean and root-mean-square pressure coefficients for the models are shown for selected cases and compared with those obtained in the ABL wind. Results suggest that wind loads change significantly as the radial location, orientation and geometric shape of the structures vary. It was observed that at or near the center of the microburst, high external pressures occur for all structures, resulting in a large downward force on the roof. In the outburst region, the distribution of pressure coefficients on the structure envelope was found to be similar to those in the ABL wind, although actual wind load magnitudes may be much larger in the microburst wind. Different roof slopes and its crosssection resulted in different pressure distribution and overall wind loads on the models located in the outburst region. The low-angle gable roof and conical-shaped roof experience lower drag but larger uplift in the outburst region compared to buildings with flat roof and high-angle gable roof. The geometric parameters of the roof did not influence the wind loads at or near the center of the microburst where high positive static pressures govern the wind loads. Finally, it is found that the effect of geometric scale of a model on the mean wind loads in the outburst region is minor when it is within a blockage ratio of 3% as tested in the present study.
机译:微爆可产生向下气流和强烈的发散流出风,其特征与大气边界层(ABL)风不同。在本研究中,通过使用爱荷华州微爆破模拟器对比例模型进行实验室测试,评估并比较了微爆风对低层结构(立方形建筑物,粮仓和两座山形屋顶建筑物)的荷载作用。大学。研究了选定位置的速度和湍流强度分布。显示了所选情况下模型的平均压力系数和均方根压力系数的分布,并将其与ABL风中获得的压力系数进行了比较。结果表明,风荷载随着结构的径向位置,方向和几何形状的变化而显着变化。观察到,在微爆裂的中心处或附近,所有结构都产生高的外部压力,从而导致在屋顶上产生较大的向下力。在爆发区域中,发现结构包络上的压力系数分布与ABL风中的分布相似,尽管在微爆发风中实际风荷载的大小可能要大得多。不同的屋顶坡度和横截面导致突出区域模型的压力分布和总风荷载不同。与具有平屋顶和高角度山墙屋顶的建筑物相比,低角度山墙屋顶和圆锥形屋顶在突出区域具有较低的阻力,但升力更大。屋顶的几何参数不会影响微爆裂的中心或附近的风荷载,在微爆裂的中心,高正静压控制着风荷载。最后,发现在当前研究中,当模型的几何比例尺在3%的阻塞率之内时,对突出区域平均风荷载的影响很小。

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