Extreme Value Estimation of Mooring Lines Top Tension

M. L. Simão, P. Videiro, Mauro Costa de Oliveira, L. Sagrilo
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Abstract

It is known that the mooring system of floating platforms responds non-linearly to environmental loads. Even though the wave-frequency excitation can be assumed as a Gaussian process, the line tension generally is not a Gaussian process due to the second-order slow-drift floater motions and the nonlinearities of the system itself. Distinct short-term time-domain analyses with the same wave spectrum excitation, i.e., distinct realizations of the response process, lead to a set of distinct values for the simulated individual maximum observed line tensions. Therefore, the ideal practice for estimating extreme tension values should be to perform a sufficiently large number of independent simulations along with an extreme statistical analysis considering the sample of the maximum line tension identified in each simulation. However, this process can be very time-consuming and cumbersome for everyday design applications. In this paper, the short-term line tension is assumed to be a non-Gaussian ergodic process. The extreme tension is then estimated based on the peaks sample of just a single simulated tension time-history. A number of known probability distributions are fitted to the peaks of the time series and classic order statistics theory is applied to determine the most probable extreme line tension corresponding to a specified short-time period (3-h) in order to identify the one with best performance. The proposed probability distribution models for the tension peaks are the 3-parameter Weibull distribution, the Weibull distribution fitted to the tail of the data (Weibull-tail) and the Shifted Generalized Lognormal Distribution (SGLD). The estimated extreme values are also prone to uncertainties due to time-domain simulation details. The effects of the major parameters in the dynamic analysis, such as simulation length and discretization level of the wave spectrum, are therefore investigated using several simulated mooring line tension time-histories. Furthermore, the effect of correlation between consecutive line tension peaks in the extreme values estimation is investigated through a Nataf transformation-based model for joint probability distribution for the peaks and the one step Markov chain condition. It is shown that this latter consideration leads to extreme value estimates that are invariably smaller than those obtained by standard order statistics. These estimates are also shown to be closer to the extreme estimates directly obtained from a sample of largest values taken from several distinct numerical simulations. Numerical examples cover two study cases for mooring lines belonging to FPSO (Floating, Production, Storage and Offloading) units to be installed in Brazilian waters.
系泊索顶张力极值估计
浮式平台系泊系统对环境荷载的响应是非线性的。尽管波频激励可以假设为高斯过程,但由于二阶慢漂运动和系统本身的非线性,线张力通常不是高斯过程。在相同的波谱激励下,不同的短期时域分析,即响应过程的不同实现,导致模拟的单个最大观测线张力的一组不同的值。因此,估计极限张力值的理想做法应该是进行足够多的独立模拟,并考虑在每次模拟中确定的最大线张力样本进行极端统计分析。然而,对于日常设计应用程序来说,这个过程可能非常耗时和繁琐。本文假设短期线张力是一个非高斯遍历过程。然后根据单个模拟张力时程的峰值样本估计极端张力。将多个已知的概率分布拟合到时间序列的峰值上,并应用经典阶统计理论确定与指定短时间周期(3-h)对应的最可能的极端线张力,以确定性能最佳的线张力。提出的张力峰值概率分布模型为3参数威布尔分布、数据尾部拟合威布尔分布(Weibull-tail)和移位广义对数正态分布(SGLD)。由于时域模拟细节的原因,估计的极值也容易存在不确定性。因此,采用几种模拟系泊线张力时程,研究了动力分析中主要参数的影响,如模拟长度和波谱的离散化水平。此外,通过基于Nataf变换的峰值联合概率分布模型和一步马尔可夫链条件,研究了连续线张力峰值之间的相关性对极值估计的影响。结果表明,后一种考虑导致的极值估计总是小于由标准阶统计量得到的极值估计。这些估计值也显示更接近于直接从几个不同数值模拟的最大值样本中获得的极端估计值。数值示例涵盖了将安装在巴西水域的FPSO(浮式、生产、储存和卸载)单元的系泊线的两个研究案例。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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