基于方差的可靠性灵敏度与依赖输入使用故障样本

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Max Ehre, Iason Papaioannou, Daniel Straub
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引用次数: 0

摘要

可靠性灵敏度分析研究的是测量系统不确定输入参数对其失效概率的影响。统计依赖的输入在计算和解释这些敏感性指数方面提出了挑战;这种依赖关系需要在描述系统输入的概率模型和描述系统本身的计算模型产生的变量交互之间进行辨别。为了在可靠性敏感性分析的背景下实现这种效应分离,我们扩展了Mara和Tarantola(2012)最初提出的与罕见事件无关的模型输出的想法。我们计算了所有输入对罕见事件指标函数方差的独立(通过计算模型的影响)和完全(通过计算模型和概率模型的影响)贡献。我们使用一组故障样本计算了这一整套基于方差的罕见事件指标的灵敏度指数。这可以通过考虑这组故障样本从依赖输入的原始d维空间到标准正态空间的d种不同层次结构的等概率变换来实现。该方法便于利用基于样本的罕见事件估计方法的单次运行得到的一组故障样本计算基于方差的完整的可靠性灵敏度指标。也就是说,不需要对计算模型进行额外的评估。我们在一个测试函数和两个工程问题上演示了该方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Variance-based reliability sensitivity with dependent inputs using failure samples

Reliability sensitivity analysis is concerned with measuring the influence of a system’s uncertain input parameters on its probability of failure. Statistically dependent inputs present a challenge in both computing and interpreting these sensitivity indices; such dependencies require discerning between variable interactions produced by the probabilistic model describing the system inputs and the computational model describing the system itself. To accomplish such a separation of effects in the context of reliability sensitivity analysis we extend on an idea originally proposed by Mara and Tarantola (2012) for model outputs unrelated to rare events. We compute the independent (influence via computational model) and full (influence via both computational and probabilistic model) contributions of all inputs to the variance of the indicator function of the rare event. We compute this full set of variance-based sensitivity indices of the rare event indicator using a single set of failure samples. This is possible by considering d different hierarchically structured isoprobabilistic transformations of this set of failure samples from the original d-dimensional space of dependent inputs to standard-normal space. The approach facilitates computing the full set of variance-based reliability sensitivity indices with a single set of failure samples obtained as the byproduct of a single run of a sample-based rare event estimation method. That is, no additional evaluations of the computational model are required. We demonstrate the approach on a test function and two engineering problems.

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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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