{"title":"Behavior of Steel Moment Frames Using Top-and-Seat Angle Connections under Various Column-Removal Scenarios","authors":"Kai Qian, X. Lan, Zhi Li, F. Fu","doi":"10.1061/(ASCE)ST.1943-541X.0003089","DOIUrl":null,"url":null,"abstract":"AbstractTop-and-seat angle connections are a conventional type of steel moment connection. However, their capacity in accommodating columns loss is rarely studied. In this study, five multistory st...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"6 1","pages":"04021144"},"PeriodicalIF":0.0000,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"7","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Structural Engineering-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003089","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 7
Abstract
AbstractTop-and-seat angle connections are a conventional type of steel moment connection. However, their capacity in accommodating columns loss is rarely studied. In this study, five multistory st...