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Universal Equivalent Static Wind Loads of Fluctuating Wind Loads on Large-Span Roofs Based on POD Compensation

机译:基于POD补偿的大跨度屋盖波动风荷载的通用等效静风荷载。

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Based on an existing equivalent static wind loads (ESWLs) method, this paper, with the help of POD compensation, presents a compensated ESWLs method of fluctuating wind loads on large-span roofs, which lowers the possible considerable errors produced in the existing method for those given target responses (TRs). In the two methods, TRs and POD modes of fluctuating wind loads on the structure based on the wind tunnel test are firstly computed. The uncompensated ESWLs and their approximate ESWLs-induced responses caused by the existing method are acquired. In the compensated ESWLs method, the response differences between TRs and ESWLs-induced responses in the existing method are used as the compensated values of TRs. According to the compensated values, the compensated POD mode and corresponding compensated contribution factor are constructed and respectively inserted to POD mode matrix and contribution factor vector in the existing method, which form a new POD mode matrix and a new contribution factor vector. The modified ESWLs distribution is then expressed by the product of above new matrix and new vector. The compensated ESWLs method is finally applied to an actual complex large-span roof. The computational results demonstrate that the compensated ESWLs method has the merits of clear physical meaning, simple computational principles and high computational accuracy, and it maybe meets the needs of the engineering designs if TRs are determined more reasonably.
机译:基于现有的等效静风荷载(ESWLs)方法,本文在POD补偿的帮助下,提出了一种补偿式ESWLs方法,该方法可以使大跨度屋顶的风荷载波动,从而降低了现有方法中可能产生的相当大的误差。给出目标响应(TR)的那些。在这两种方法中,首先基于风洞试验计算出结构上风荷载的TRs和POD模式。获取了由现有方法引起的未补偿ESWL及其近似ESWL引起的响应。在补偿式ESWLs方法中,将TRs中的响应差和现有方法中ESWLs引起的响应之间的差异用作TRs的补偿值。根据补偿值,构造补偿后的POD模式矩阵和相应的补偿后的贡献因子,并在现有方法中分别插入到POD模式矩阵和贡献因子向量中,形成新的POD模式矩阵和新的贡献因子向量。然后,修改后的ESWL分布由上述新矩阵和新向量的乘积表示。最终将补偿式ESWLs方法应用于实际的复杂大跨度屋顶。计算结果表明,补偿式ESWLs方法具有物理意义清晰,计算原理简单,计算精度高的优点,如果更合理地确定TRs,则可以满足工程设计的需要。

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