{"title":"结构地震反应概率分析软件","authors":"B. Sjoberg","doi":"10.14288/1.0063795","DOIUrl":null,"url":null,"abstract":"The evaluation of structural reliability under earthquake loading is a particularly complex and computationally demanding process with only limited, often ill-suited software available to engineers and researchers. To address this deficiency, a new software application called PSResponse was developed using a Monte Carlo approach to determine the probabilistic distribution of selected dynamic response quantities of single-degree-of-freedom and simple multiple-degree-of-freedom stochastic structures subjected to a large ensemble of generated earthquake motions. Knowing the probabilistic response of a structure an accurate assessment of a specific reliability measure can be made from the probability of exceeding a chosen threshold. A brief description of the components and user-interface of PSResponse is presented along with an example application that examines the importance of the hysteretic assumption in inelastic dynamic reliability analysis.","PeriodicalId":339901,"journal":{"name":"Reliability and Optimization of Structural Systems","volume":"8 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-11-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Probabilistic analysis software for structural seismic response\",\"authors\":\"B. Sjoberg\",\"doi\":\"10.14288/1.0063795\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The evaluation of structural reliability under earthquake loading is a particularly complex and computationally demanding process with only limited, often ill-suited software available to engineers and researchers. To address this deficiency, a new software application called PSResponse was developed using a Monte Carlo approach to determine the probabilistic distribution of selected dynamic response quantities of single-degree-of-freedom and simple multiple-degree-of-freedom stochastic structures subjected to a large ensemble of generated earthquake motions. Knowing the probabilistic response of a structure an accurate assessment of a specific reliability measure can be made from the probability of exceeding a chosen threshold. A brief description of the components and user-interface of PSResponse is presented along with an example application that examines the importance of the hysteretic assumption in inelastic dynamic reliability analysis.\",\"PeriodicalId\":339901,\"journal\":{\"name\":\"Reliability and Optimization of Structural Systems\",\"volume\":\"8 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-11-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Reliability and Optimization of Structural Systems\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14288/1.0063795\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Reliability and Optimization of Structural Systems","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14288/1.0063795","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Probabilistic analysis software for structural seismic response
The evaluation of structural reliability under earthquake loading is a particularly complex and computationally demanding process with only limited, often ill-suited software available to engineers and researchers. To address this deficiency, a new software application called PSResponse was developed using a Monte Carlo approach to determine the probabilistic distribution of selected dynamic response quantities of single-degree-of-freedom and simple multiple-degree-of-freedom stochastic structures subjected to a large ensemble of generated earthquake motions. Knowing the probabilistic response of a structure an accurate assessment of a specific reliability measure can be made from the probability of exceeding a chosen threshold. A brief description of the components and user-interface of PSResponse is presented along with an example application that examines the importance of the hysteretic assumption in inelastic dynamic reliability analysis.