{"title":"美国高强混凝土梁柱连接设计抗剪强度规定的评价","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":"{\"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}","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}
Evaluation of U.S. Shear Strength Provisions for Design of Beam-Column Connections Constructed with High-Strength Concrete
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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