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通过缩尺比为 1 :30 0的模型风洞测压试验 ,研究了在 1 6个来流风向下某高层建筑表面的风压分布 ,结合当地的气象风速资料 ,给出了 5 0年重现期风速下的最大风荷载分布 ,为该建筑的设计提供了风荷载依据
Through the wind tunnel pressure measurement experiment with the scale ratio of 1: 300, the wind pressure distribution on the surface of a high-rise building under the direction of 16 incoming flows was studied. According to the local meteorological wind speed data, The distribution of the maximum wind load at current wind speeds provides the wind load basis for the design of the building