{"title":"钢纤维-钢筋混凝土连接梁抗剪承载力分解","authors":"Xiangling Gao, Dong Xiang, Jie Li, X. Ren","doi":"10.1061/(ASCE)ST.1943-541X.0003160","DOIUrl":null,"url":null,"abstract":"AbstractSteel fiber–reinforced concrete (SFRC) is extensively used in coupling beams due to its superior mechanical properties. In this study, the two-parameter kinematic theory is modified by intr...","PeriodicalId":17068,"journal":{"name":"Journal of Structural Engineering-asce","volume":"22 1","pages":"04021176"},"PeriodicalIF":0.0000,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Decomposition of the Shear Capacity of Steel Fiber–Reinforced Concrete Coupling Beams\",\"authors\":\"Xiangling Gao, Dong Xiang, Jie Li, X. Ren\",\"doi\":\"10.1061/(ASCE)ST.1943-541X.0003160\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractSteel fiber–reinforced concrete (SFRC) is extensively used in coupling beams due to its superior mechanical properties. In this study, the two-parameter kinematic theory is modified by intr...\",\"PeriodicalId\":17068,\"journal\":{\"name\":\"Journal of Structural Engineering-asce\",\"volume\":\"22 1\",\"pages\":\"04021176\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Structural Engineering-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)ST.1943-541X.0003160\",\"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.0003160","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Decomposition of the Shear Capacity of Steel Fiber–Reinforced Concrete Coupling Beams
AbstractSteel fiber–reinforced concrete (SFRC) is extensively used in coupling beams due to its superior mechanical properties. In this study, the two-parameter kinematic theory is modified by intr...