A multi-fidelity stochastic simulation scheme for estimation of small failure probabilities

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Min Li , Srinivasan Arunachalam , Seymour M.J. Spence
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引用次数: 0

Abstract

Computing small failure probabilities is often of interest in the reliability analysis of engineering systems. However, this task can be computationally demanding since many evaluations of expensive high-fidelity models are often required. To address this, a multi-fidelity approach is proposed in this work within the setting of stratified sampling. The overall idea is to reduce the required number of high-fidelity model runs by integrating the information provided by different levels of model fidelity while maintaining accuracy in estimating the failure probabilities. More specifically, strata-wise multi-fidelity models are established based on Gaussian process models to efficiently predict the high-fidelity response and the system collapse from the low-fidelity response. Due to the reduced computational cost of the low-fidelity models, the multi-fidelity approach can achieve a significant speedup in estimating small failure probabilities associated with high-fidelity models. The effectiveness and efficiency of the proposed multi-fidelity stochastic simulation scheme are validated through an application to a two-story two-bay steel building under extreme winds.

小故障概率估计的多保真度随机模拟方案
在工程系统的可靠性分析中,计算小的失效概率是一个很重要的问题。然而,由于经常需要对昂贵的高保真模型进行许多评估,因此该任务在计算上要求很高。为了解决这个问题,在分层抽样的设置下,本工作提出了一种多保真度方法。总体思路是通过集成不同级别模型保真度提供的信息来减少高保真度模型运行所需的数量,同时保持估计故障概率的准确性。具体地说,基于高斯过程模型建立了分层多保真度模型,以有效地预测高保真度响应和系统从低保真度响应崩溃。由于降低了低保真度模型的计算成本,多保真度方法在估计高保真度模型的小故障概率时可以实现显著的加速。通过对一幢两层双舱钢结构建筑在极端风条件下的应用,验证了所提出的多保真度随机模拟方案的有效性和高效性。
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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