{"title":"具有备用容量的低延性同心支撑框架的参数破坏性能","authors":"C. Bradley, E. Hines, L. Fahnestock","doi":"10.1061/(ASCE)ST.1943-541X.0003047","DOIUrl":null,"url":null,"abstract":"AbstractIn moderate-seismic regions, cost-effective steel building design solutions such as the R=3 and ordinary concentrically braced frame (OCBF) systems do not consistently provide reliable life...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"26 1","pages":"04021116"},"PeriodicalIF":0.0000,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity\",\"authors\":\"C. Bradley, E. Hines, L. Fahnestock\",\"doi\":\"10.1061/(ASCE)ST.1943-541X.0003047\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractIn moderate-seismic regions, cost-effective steel building design solutions such as the R=3 and ordinary concentrically braced frame (OCBF) systems do not consistently provide reliable life...\",\"PeriodicalId\":17068,\"journal\":{\"name\":\"Journal of Structural Engineering-asce\",\"volume\":\"26 1\",\"pages\":\"04021116\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-08-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Structural Engineering-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003047\",\"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 Structural Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003047","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity
AbstractIn moderate-seismic regions, cost-effective steel building design solutions such as the R=3 and ordinary concentrically braced frame (OCBF) systems do not consistently provide reliable life...
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