{"title":"采用顶座角连接的钢弯矩框架在各种拆柱方案下的性能","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":"{\"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}","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}
Behavior of Steel Moment Frames Using Top-and-Seat Angle Connections under Various Column-Removal Scenarios
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...
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