{"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}
引用次数: 2
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...