{"title":"Evaluation of U.S. Shear Strength Provisions for Design of Beam-Column Connections Constructed with High-Strength Concrete","authors":"E. Saqan, M. Kreger","doi":"10.14359/5905","DOIUrl":null,"url":null,"abstract":"Current U.S. seismic-resistant design provisions for beam-column connections were developed using data from cyclic load tests performed on beam-column connections constructed with concrete strengths of 6000 psi (41.4 MPa) or less. Results of twenty-six beam-column connection tests conducted in Japan and the U.S. are used to evaluate current U.S. provisions for use in design of exterior and interior beam-column connections constructed with concrete strengths exceeding 6000 psi.","PeriodicalId":208613,"journal":{"name":"SP-176: High-Strength Concrete in Seismic Regions","volume":"478 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1998-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-176: High-Strength Concrete in Seismic Regions","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5905","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
Current U.S. seismic-resistant design provisions for beam-column connections were developed using data from cyclic load tests performed on beam-column connections constructed with concrete strengths of 6000 psi (41.4 MPa) or less. Results of twenty-six beam-column connection tests conducted in Japan and the U.S. are used to evaluate current U.S. provisions for use in design of exterior and interior beam-column connections constructed with concrete strengths exceeding 6000 psi.
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