Third moment method for reliability analysis with uncertain moments characterized as interval variables

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Bo-Yu Wang, Xuan-Yi Zhang, Yan-Gang Zhao
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引用次数: 0

Abstract

Traditional reliability analysis aims to compute the failure probability based on probability distribution functions, which are constructed using the moments of random parameters. In practice, however, appropriate samples may be insufficient to obtain deterministic values of the moments of all random variables and the exact value of failure probability cannot be obtained. To be consistent with the reality, the uncertainties in moments can be measured as interval variables, and then the bounds of failure probability should be evaluated. In this study, an idealized case is considered, where there is at most one imprecise moment associated with any given input random variable. A third moment method is proposed with uncertain moments measured as interval variables, and is named as TMI method. The proposed TMI method is straightforward including only four steps. Firstly, the derivative of performance function to random variables having uncertain moments is calculated, with the random variables set to be their mean values. Secondly, the values of uncertain moments for computing the bounds of failure probability are determined. Then, with inverse normal transformation defined based on the moments, the performance function at the bounds in Gaussian space is directly constructed. Finally, bounds of failure probability can be evaluated by two times of classical reliability analysis corresponding to the constructed performance functions. The application of TMI method is validated by numerical examples, including high-dimensional and strong nonlinear problems.

以区间变量表征不确定矩的可靠性分析第三矩法
传统的可靠性分析旨在根据概率分布函数计算故障概率,而概率分布函数是利用随机参数的矩来构建的。但在实际应用中,适当的样本可能不足以获得所有随机变量矩的确定值,因此无法获得故障概率的精确值。为了与实际情况保持一致,可以用区间变量来衡量矩的不确定性,然后评估失效概率的边界。本研究考虑了一种理想化的情况,即任何给定的输入随机变量都最多有一个不精确时刻。我们提出了一种第三矩方法,将不确定矩作为区间变量来测量,并将其命名为 TMI 方法。所提出的 TMI 方法简单明了,只包括四个步骤。首先,计算性能函数对具有不确定矩的随机变量的导数,并将随机变量设为其平均值。其次,确定用于计算故障概率边界的不确定矩值。然后,根据矩定义的逆正态变换,直接构建高斯空间中边界的性能函数。最后,根据所构建的性能函数,可以通过两次经典可靠性分析来评估故障概率边界。TMI 方法的应用通过数值实例(包括高维和强非线性问题)得到了验证。
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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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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