{"title":"基于失效关联的既有框架结构系统可靠性分析","authors":"L. Guang-hui","doi":"10.1201/9780203758984-24","DOIUrl":null,"url":null,"abstract":"Using Monte-Carlo simulation method, through failure correlation analysis of sectional constraints under medium and small earthquakes respectively, the failure correlation rules of sectional constraints of frame structure are obtained, and they are simplified into hypothesis which can be used in reliability evaluation of existing frame structure. Moreover, the use of correlation rule in system reliability analysis is illustrated by two examples.","PeriodicalId":284772,"journal":{"name":"Journal of Zhengzhou University of Technology","volume":"45 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"System Reliability Analysis of Existing Frame Structure Based on Failure Correlation\",\"authors\":\"L. Guang-hui\",\"doi\":\"10.1201/9780203758984-24\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Using Monte-Carlo simulation method, through failure correlation analysis of sectional constraints under medium and small earthquakes respectively, the failure correlation rules of sectional constraints of frame structure are obtained, and they are simplified into hypothesis which can be used in reliability evaluation of existing frame structure. Moreover, the use of correlation rule in system reliability analysis is illustrated by two examples.\",\"PeriodicalId\":284772,\"journal\":{\"name\":\"Journal of Zhengzhou University of Technology\",\"volume\":\"45 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Zhengzhou University of Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1201/9780203758984-24\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Zhengzhou University of Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1201/9780203758984-24","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
System Reliability Analysis of Existing Frame Structure Based on Failure Correlation
Using Monte-Carlo simulation method, through failure correlation analysis of sectional constraints under medium and small earthquakes respectively, the failure correlation rules of sectional constraints of frame structure are obtained, and they are simplified into hypothesis which can be used in reliability evaluation of existing frame structure. Moreover, the use of correlation rule in system reliability analysis is illustrated by two examples.
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