Soft Monte Carlo Simulation for imprecise probability estimation: A dimension reduction-based approach

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2023-09-27 DOI:10.1016/j.strusafe.2023.102391
Azam Abdollahi , Hossein Shahraki , Matthias G.R. Faes , Mohsen Rashki
{"title":"Soft Monte Carlo Simulation for imprecise probability estimation: A dimension reduction-based approach","authors":"Azam Abdollahi ,&nbsp;Hossein Shahraki ,&nbsp;Matthias G.R. Faes ,&nbsp;Mohsen Rashki","doi":"10.1016/j.strusafe.2023.102391","DOIUrl":null,"url":null,"abstract":"<div><p><span>This paper proposes an efficient solution for solving hybrid reliability problems involving random and interval variables. To meet this aim, using the soft Monte Carlo (SMC) method, a solution is proposed that breaks the random variables space into local 1-D coordinates and then, considers 1-D coordinate as an additional dimension of interval variables. Accordingly, using an optimization in increased interval variables space, the upper and lower bounds of failure probability for each 1-D problem are estimated. In addition, the total failure probabilities are presented as the </span>mathematical expectation<span> of the obtained probability bounds for 1-D coordinates. Then, it is shown that this approach is fit for application of univariate dimension reduction method to reduce the function calls of analysis in the optimization phase. This approach is validated by solving benchmark reliability problems as well as the application of the proposed method for solving real world engineering problems investigated by solving hybrid reliability analysis of reinforced concrete columns. It is shown that the proposed approach efficiently approximates the failure probability bound of problems with moderate nonlinear limit state functions with high accuracy.</span></p></div>","PeriodicalId":21978,"journal":{"name":"Structural Safety","volume":"106 ","pages":"Article 102391"},"PeriodicalIF":5.7000,"publicationDate":"2023-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Safety","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0167473023000784","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

This paper proposes an efficient solution for solving hybrid reliability problems involving random and interval variables. To meet this aim, using the soft Monte Carlo (SMC) method, a solution is proposed that breaks the random variables space into local 1-D coordinates and then, considers 1-D coordinate as an additional dimension of interval variables. Accordingly, using an optimization in increased interval variables space, the upper and lower bounds of failure probability for each 1-D problem are estimated. In addition, the total failure probabilities are presented as the mathematical expectation of the obtained probability bounds for 1-D coordinates. Then, it is shown that this approach is fit for application of univariate dimension reduction method to reduce the function calls of analysis in the optimization phase. This approach is validated by solving benchmark reliability problems as well as the application of the proposed method for solving real world engineering problems investigated by solving hybrid reliability analysis of reinforced concrete columns. It is shown that the proposed approach efficiently approximates the failure probability bound of problems with moderate nonlinear limit state functions with high accuracy.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
不精确概率估计的软蒙特卡罗模拟:一种基于降维的方法
本文提出了一种求解随机变量和区间变量混合可靠性问题的有效方法。为了实现这一目标,使用软蒙特卡罗(SMC)方法,提出了一种解决方案,将随机变量空间分解为局部一维坐标,然后将一维坐标视为区间变量的附加维度。因此,使用增加区间变量空间中的优化,估计每个一维问题的失败概率的上界和下界。此外,总失效概率被表示为对所获得的一维坐标的概率边界的数学期望。然后,该方法适用于单变量降维方法,以减少优化阶段分析的函数调用。该方法通过求解基准可靠度问题以及所提出的方法在解决钢筋混凝土柱混合可靠度分析中的实际工程问题中的应用得到了验证。结果表明,该方法能高精度地逼近具有中等非线性极限状态函数的问题的失效概率界。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
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
期刊最新文献
Reliability analysis for data-driven noisy models using active learning An Adaptive Gaussian Mixture Model for structural reliability analysis using convolution search technique The generalized first-passage probability considering temporal correlation and its application in dynamic reliability analysis A stratified beta-sphere sampling method combined with important sampling and active learning for rare event analysis A novel deterministic sampling approach for the reliability analysis of high-dimensional structures
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1