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LIKELIHOOD-WEIGHTED METHOD OF GENERAL PARETO DISTRIBUTION FOR EXTREME WAVE HEIGHT ESTIMATION

机译:极高估计的一般帕累托分布的似然加权方法

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In designing ocean structures, estimating the largest wave height it may encounter over its lifetime is a critical issue, but wave observation data is often sparse in space and time. Because of the limited data available, estimation errors are inevitably large. For an economical and robust structure design, the probability density function of the extreme wave height and its confidence interval must be theoretically quantified from limited information available. Extreme values estimations have been made by finding the best fitting distribution from limited observations, and extrapolating it for the desired long period. Estimations based on frequentist method lack of generality in confidence interval estimations, especially when the data size is small. Another technique recently developed is based on Bayesian Statistics, which provides the inference of uncertainty. Previous studies use informative and non-informative priors and Markov Chain Monte Carlo (MCMC) simulation for estimation. We have developed a "Likelihood-Weighted Method (LWM)" to objectively evaluate probability density function of the extreme value. The method is based on Extreme Theory and Bayesian Statistics. Our attempt is to use the ignorant prior to relate each parameter set's likelihood to its probability. This method is pragmatic, because the numerical implementation does not require the use of MCMC. The theoretical background and practical advantages of LWM are described. Examples from randomly produced data show the performance of this method, and application to real wave data reveals the poor estimations of previous methods that do not use the Bayesian theorem. The quantification of probability for each extreme value distribution enables the probability-weighted evaluation for inference such as maximum wave height probability density function. The new inference derived from this method is useful to change structure design methodologies of ocean structures.
机译:在设计海洋结构时,估算海浪在其一生中可能遇到的最大波高是一个关键问题,但海浪观测数据通常在空间和时间上都很稀疏。由于可用的数据有限,估计误差不可避免地很大。对于经济而稳健的结构设计,必须从有限的可用信息中理论地量化极端波高的概率密度函数及其置信区间。通过从有限的观察值中找到最佳拟合分布,并将其外推所需的长时间,可以进行极值估计。基于频繁主义者方法的估计在置信区间估计中缺乏通用性,尤其是在数据量较小时。最近开发的另一种技术是基于贝叶斯统计的,它提供了不确定性的推论。先前的研究使用信息性和非信息性先验和马尔可夫链蒙特卡罗(MCMC)模拟进行估计。我们已经开发了一种“似然加权法(LWM)”,以客观地评估极值的概率密度函数。该方法基于极限理论和贝叶斯统计。我们的尝试是在使用无知之前将每个参数集的可能性与其概率相关联。这种方法是实用的,因为数值实现不需要使用MCMC。描述了LWM的理论背景和实际优势。来自随机产生的数据的示例表明了该方法的性能,对实际波浪数据的应用表明,以前的方法未使用贝叶斯定理进行了较差的估计。对每个极值分布的概率进行量化,可以对概率进行加权估计,例如最大波高概率密度函数。从这种方法得出的新推论对于改变海洋结构的结构设计方法很有用。

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