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A combined polynomial transformation and proper orthogonal decomposition approach for generation of non-Gaussian wind loads on large roof structures

机译:大型屋盖结构产生非高斯风荷载的组合多项式变换和适当的正交分解方法

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The accurate simulation of stochastic wind loads acting on roof structures is necessary for time-domain response analysis of the structures. Recent experiments have revealed the non-Gaussian feature of wind pressures on roof structures. Considering such practical feature of wind pressure, a four-parameter cubic polynomial model is derived based on the properties of Gaussian stochastic vector and the correlation-distortion technique. The model is suitable for generating the multiple correlated wind pressure time histories with the prescribed power spectral density matrix and the prescribed lower-order moments the mean, variance, skewness, and kurtosis. Further, in order to improve the computational efficiency and reduce the memory demand, a new approach that combines the polynomial model, the proper orthogonal decomposition (POD) technique, and the B-spline surface interpolation technique, is proposed for generating the non-Gaussian wind pressure fluctuations on large-span roof structures. Also, a six-step procedure is proposed for validation of the POD and B-spline surface interpolation techniques. Then, an engineering example is provided illustrating the proposed approach and demonstrating the capabilities of the methodology for a large-scale simulation purpose that is characterized by a large number of discrete points of the roof and a long time duration. It is shown that the wind pressure time histories are fast generated which coincide with the target auto-/cross-correlation functions and the prescribed non-Gaussian properties. Moreover, the computational efficiency of the proposed combined approach is compared with those of two algorithms the single cubic polynomial model and the previous four-parameter exponential model, and the advantages are analyzed that contribute to the high efficiency and low memory demand of the proposed approach. (C) 2015 Elsevier Ltd. All rights reserved.
机译:对于结构的时域响应分析,必须准确模拟作用在屋顶结构上的随机风荷载。最近的实验揭示了屋顶结构上风压的非高斯特征。考虑到风压的这种实用特性,基于高斯随机矢量的性质和相关失真技术,推导了一个四参数三次多项式模型。该模型适用于生成具有指定功率谱密度矩阵和指定低阶矩的多个相关风压时间历史记录,即均值,方差,偏度和峰度。此外,为了提高计算效率并减少内存需求,提出了一种结合多项式模型,适当的正交分解(POD)技术和B样条表面插值技术的新方法来生成非高斯函数大跨度屋顶结构的风压波动。此外,提出了一个六步过程来验证POD和B样条曲面插值技术。然后,提供了一个工程示例,说明了所提出的方法并演示了用于大规模仿真目的的方法的功能,该方法的特点是屋顶的离散点数量很多且持续时间长。结果表明,风压时间历程是快速生成的,与目标自相关/互相关函数和规定的非高斯性质一致。此外,将所提出的组合方法的计算效率与单立方多项式模型和先前的四参数指数模型这两种算法的计算效率进行了比较,并分析了有利于所提出的方法的高效率和低存储需求的优点。 。 (C)2015 Elsevier Ltd.保留所有权利。

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