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Interactions between multi-directional irregular waves and a pile group in a side-by-side arrangement: Probabilistic analysis

机译:并排布置中多向不规则波与桩基之间的相互作用:概率分析

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摘要

In a recent paper, Zhang et al. (2019) statistically analyzed the pile group effect of nine piles in a side-by-side arrangement exposed to multi-directional irregular waves. In this study, the corresponding data are further analyzed and their probabilistic distributions are examined. The Weibull distribution is used to fit the measured wave force, and the relationships between parameters A and B of the Weibull distribution are given, where it satisfactorily fitted the probability distribution of the measured wave force on the piles with the appropriate parameters. To explain the rules governing the probability distribution of the wave force, the relationships between this and the characteristics of force groupiness are studied. Variations in the parameters of the Weibull distribution and the average force coefficients are also examined using the proposed KCLD1/3 and relative spacing (S/D). The results show that the probability distribution of the irregular wave force on piles exposed to multidirectional irregular waves is strongly dependent on the wave directionality, KCLD1/3 numbers and relative spacing.
机译:在最近的一篇论文中,张等人。 (2019)在暴露于多向不规则波的并排布置中统计分析九个桩的桩基效应。在该研究中,进一步分析了相应的数据,并检查其概率分布。 Weibull分布用于拟合测量的波力,给出了Weibull分布的参数A和B之间的关系,其中令人满意地将测量波力与适当的参数置于桩上的概率分布。为了解释管理波力的概率分布的规则,研究了这种关系与力分组的特征。还使用所提出的KCLD1 / 3和相对间隔(S / D)检查Weibull分布和平均力系数的参数的变化。结果表明,暴露于多向不规则波的桩上的不规则波力的概率分布强烈取决于波方向性,KCLD1 / 3号和相对间距。

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