信息原理直接分位数函数估计及其在可靠性分析中的应用

Jian Deng
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引用次数: 0

摘要

Jaynes的信息原理,即最大熵原理(MEP),在概率加权矩(PWM)的约束下,已经很好地建立了一种从随机变量的样本中直接估计分位数函数(QF)的替代方法。最大熵量子场的存在性、无偏性和有效性已在文献中得到说明。然而,对于给定的数据样本,多少阶的pwm是最优的问题仍然没有解决,并且最大熵qf在土木工程可靠性分析中的应用仍然模糊不清。本文主要有四个目的:(1)提出了一种新的通用公式,用于基于pwm的MEP,无需样本归一化;(2) MEP中pwm的最优顺序由另一信息原则即赤池信息准则确定;(3)通过对土体不排水抗剪强度和洪水频率的概率建模,验证了最大熵QFs的可行性;(4)在随机变量不相关和随机变量相关的悬臂钢梁一阶可靠性分析中,验证了最大熵量子函数的应用。在可靠性分析中,将最大熵qf与常见的经验概率分布(如正态分布和对数正态分布)进行了比较,以说明所开发方法的优点和缺点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Direct Quantile Function Estimation Using Information Principles and Its Applications in Reliability Analysis
Jaynes's information principle, i.e., maximum entropy principle (MEP), constrained by probability weighted moments (PWM), has been well established as an alternative method to directly estimate quantile functions (QF) from samples of a random variable. The existence, unbiasedness, and efficiency of the maximum entropy QFs have been illustrated in the literature. However, the issue of how many orders of PWMs is optimal for a given sample of data remains unsolved, and applications of the maximum entropy QFs to reliability analysis in civil engineering are still obscure. This paper serves four main purposes: (1) a new general formulation is developed for the PWM-based MEP without sample normalization; (2) the optimal order of PWMs in MEP is determined by another information principle, i.e., Akaike information criterion; (3) The feasibility of the proposed maximum entropy QFs is illustrated by two case studies in probabilistic modeling of the soil undrained shear strength and the flood frequency; (4) applications of the proposed maximum entropy QFs are substantiated in QF-based first order reliability analysis of a cantilever steel beam with uncorrelated random variables and with correlated random variables. The maximum entropy QFs are compared to common empirical probability distributions, such as normal and lognormal distributions, in reliability analysis to demonstrate the advantages and disadvantages of the method developed.
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