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Reliability analysis for sluice gate anti-sliding stability using Levy stable distributions

机译:使用Levy稳定分布的闸门抗滑稳定性可靠性分析

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This paper is aimed at developing a statistical method to analyze the static and dynamic reliability of sluice gate anti-sliding stability. The proposed method investigates the static reliability by using a modified Monte Carlo method in conjunction with Levy stable distributions, and the dynamic reliability is analyzed via the temporal scales of water level signal which is detected by the detrended fluctuation analysis. We exemplify this Levy-Monte Carlo strategy in the evaluation of the anti-sliding stability of the Yongji second sluice gate. The simulated failure probabilities are less conservative than the existing results given by the first-order second-moment method and the maximum entropy principle. We also find that the tail distribution of water level signal obeys an asymptotic power law and its increment process can well be depicted by the linear fractional stable noise model.
机译:本文旨在开发一种统计方法来分析闸门抗滑稳定性的静态和动态可靠性。提出的方法通过结合修正的蒙特卡罗方法研究Levy稳定分布的静态可靠性,并通过去趋势波动分析检测到的水位信号的时间尺度来分析动态可靠性。我们在评估永济第二水闸的抗滑稳定性时举例说明了这种Levy-Monte Carlo策略。模拟的故障概率不如一阶第二矩法和最大熵原理给出的现有结果保守。我们还发现,水位信号的尾部分布服从渐近幂律,其增量过程可以很好地用线性分数稳定噪声模型来描述。

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