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Random function representation of stationary stochastic vector processes for probability density evolution analysis of wind-induced structures

机译:风致结构概率密度演化分析的平稳随机矢量过程的随机函数表示

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摘要

This paper develops a hybrid approach of spectral representation and random function for simulating stationary stochastic vector processes. In the proposed approach, the high-dimensional random variables, included in the original spectral representation (OSR) formula, could be effectively reduced to only two elementary random variables by introducing the random functions that serve as random constraints. Based on this, a satisfactory simulation accuracy can be guaranteed by selecting a small representative point set of the elementary random variables. The probability information of the stochastic excitations can be fully emerged through just several hundred of sample functions generated by the proposed approach. Therefore, combined with the probability density evolution method (PDEM), it could be able to implement dynamic response analysis and reliability assessment of engineering structures. For illustrative purposes, a stochastic turbulence wind velocity field acting on a frame-shear-wall structure is simulated by constructing three types of random functions to demonstrate the accuracy and efficiency of the proposed approach. Careful and in-depth studies concerning the probability density evolution analysis of the wind-induced structure have been conducted so as to better illustrate the application prospects of the proposed approach. Numerical examples also show that the proposed approach possesses a good robustness.
机译:本文开发了一种频谱表示和随机函数的混合方法来模拟平稳随机矢量过程。在提出的方法中,通过引入用作随机约束的随机函数,可以将原始光谱表示(OSR)公式中包含的高维随机变量有效地减少到仅两个基本​​随机变量。基于此,可以通过选择基本随机变量的较小代表点集来保证令人满意的仿真精度。随机激励的概率信息可以通过提出的方法生成的仅几百个样本函数来完全体现出来。因此,结合概率密度演化法(PDEM),可以对工程结构进行动力响应分析和可靠性评估。为了说明的目的,通过构造三种类型的随机函数来模拟作用于框架-剪力墙结构上的随机湍流风速场,以证明所提出方法的准确性和效率。对风致结构的概率密度演化分析进行了认真而深入的研究,以更好地说明该方法的应用前景。数值算例还表明,该方法具有良好的鲁棒性。

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