{"title":"后验失效概率前两阶矩序列更新的单层降维方法","authors":"Zhuangbo Chen, Zhenzhou Lu","doi":"10.1016/j.ress.2025.111689","DOIUrl":null,"url":null,"abstract":"<div><div>In the context of random inputs with uncertain distribution parameters and the gradual collection of new observations during the service life of a structure, the structure’s safety level can be tracked via the sequential update of the first two moments of the posterior failure probability. However, this requires repeated double-layer analysis for the estimation of the first two moments of the posterior failure probability as observations are gradually collected. To address the high cost of calculating the first two moments of the posterior failure probability, this study proposes a single-layer method featuring two main innovations. The first innovation is to equivalently derive the dimension-reduction integration expression of the first two moments of the posterior failure probability. This derivation improves the integrand behaviour and enables the efficient estimation of the first two moments of the posterior failure probability using a cubature formula. The second innovation is to construct a unified probability density function, on which the efficiency of estimating the first two moments of the posterior failure probability is enhanced by de-coupling the above-mentioned double-layer framework. The efficiency improvement resulted from both innovations of the proposed method is fully verified via numerical and engineering examples.</div></div>","PeriodicalId":54500,"journal":{"name":"Reliability Engineering & System Safety","volume":"266 ","pages":"Article 111689"},"PeriodicalIF":11.0000,"publicationDate":"2025-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A single-layer dimension-reduced cubature method for sequential updating of the first two moments of the posterior failure probability\",\"authors\":\"Zhuangbo Chen, Zhenzhou Lu\",\"doi\":\"10.1016/j.ress.2025.111689\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>In the context of random inputs with uncertain distribution parameters and the gradual collection of new observations during the service life of a structure, the structure’s safety level can be tracked via the sequential update of the first two moments of the posterior failure probability. However, this requires repeated double-layer analysis for the estimation of the first two moments of the posterior failure probability as observations are gradually collected. To address the high cost of calculating the first two moments of the posterior failure probability, this study proposes a single-layer method featuring two main innovations. The first innovation is to equivalently derive the dimension-reduction integration expression of the first two moments of the posterior failure probability. This derivation improves the integrand behaviour and enables the efficient estimation of the first two moments of the posterior failure probability using a cubature formula. The second innovation is to construct a unified probability density function, on which the efficiency of estimating the first two moments of the posterior failure probability is enhanced by de-coupling the above-mentioned double-layer framework. The efficiency improvement resulted from both innovations of the proposed method is fully verified via numerical and engineering examples.</div></div>\",\"PeriodicalId\":54500,\"journal\":{\"name\":\"Reliability Engineering & System Safety\",\"volume\":\"266 \",\"pages\":\"Article 111689\"},\"PeriodicalIF\":11.0000,\"publicationDate\":\"2025-09-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Reliability Engineering & System Safety\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0951832025008890\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, INDUSTRIAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Reliability Engineering & System Safety","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951832025008890","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, INDUSTRIAL","Score":null,"Total":0}
A single-layer dimension-reduced cubature method for sequential updating of the first two moments of the posterior failure probability
In the context of random inputs with uncertain distribution parameters and the gradual collection of new observations during the service life of a structure, the structure’s safety level can be tracked via the sequential update of the first two moments of the posterior failure probability. However, this requires repeated double-layer analysis for the estimation of the first two moments of the posterior failure probability as observations are gradually collected. To address the high cost of calculating the first two moments of the posterior failure probability, this study proposes a single-layer method featuring two main innovations. The first innovation is to equivalently derive the dimension-reduction integration expression of the first two moments of the posterior failure probability. This derivation improves the integrand behaviour and enables the efficient estimation of the first two moments of the posterior failure probability using a cubature formula. The second innovation is to construct a unified probability density function, on which the efficiency of estimating the first two moments of the posterior failure probability is enhanced by de-coupling the above-mentioned double-layer framework. The efficiency improvement resulted from both innovations of the proposed method is fully verified via numerical and engineering examples.
期刊介绍:
Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.