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A Study on the Equivalent Static Wind Loadings on the Arched Roof Frames of Low-rise buildings in Atmospheric Boundary Layers

机译:大气边界层低层建筑拱形屋顶框架上的等效静风荷载研究

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A series of wind tunnel aerodynamic experiments were conducted to investigate the wind loads on the low-rise buildings with arched roofs.The wind loadings were calculated from the simultaneous measured wind pressures data over all of the models surfaces in a simulated open terrain exposure atmospheric boundary layer.With these data the equivalent static wind loads (ESWL) of fluctuating wind pressures acting on buildings frames were evaluated and the results of equivalent static wind loads were compared with the 2006 version design codes of wind loadings on buildings in Taiwan.The design codes suggested the direction of wind acting on the low-rise buildings roofs were normal to the ridges of roofs.In this study results shown,the equivalent static wind loads caused by the approaching turbulent flow may exceed the suggested values by codes.So the peak response of structural frames should be considered carefully.
机译:进行了一系列风洞空气动力学实验,以研究具有拱形屋顶的低层建筑物的风荷载。风荷载是根据模拟的开放地形暴露大气边界中所有模型表面同时测量的风压数据计算得出的利用这些数据评估作用在建筑物框架上的风压波动的等效静风载荷(ESWL),并将等效静风载荷的结果与2006年版的台湾建筑物风载荷设计规范进行比较。建议在低层建筑屋顶上作用的风向垂直于屋顶的脊线。在本研究结果中,由于湍流的接近而引起的等效静风载荷可能会超出规范建议的值。因此,峰值响应结构框架的安装应仔细考虑。

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