{"title":"Rehabilitation of Reinforced Concrete Structures--The Integration of Experimental Results and Analytical Models","authors":"J. Pincheira, R. Jordan, M. Kreger, J. Jirsa","doi":"10.14359/1513","DOIUrl":null,"url":null,"abstract":"Research on rehabilitation of non-ductile reinforced concrete structures located in zones of high seismic risk has been underway at The University of Texas at Austin since 1981. A sampling of details and results from selected experimental programs investigating repair and strengthening of reinforced concrete non-ductile frame buildings is presented. Researchers at The University of Texas have integrated knowledge about the behavior of non-ductile elements and systems, retrofitted members, subassemblages, and superassemblages into non-linear time-history analysis models. These models have been used to investigate the response of buildings, retrofitted with techniques studied in the laboratory, to a variety of strong-motion earthquake records.","PeriodicalId":182235,"journal":{"name":"SP-162: Mete A Sozen Symposium...A Tribute From His Students","volume":"97 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1996-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-162: Mete A Sozen Symposium...A Tribute From His Students","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/1513","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Research on rehabilitation of non-ductile reinforced concrete structures located in zones of high seismic risk has been underway at The University of Texas at Austin since 1981. A sampling of details and results from selected experimental programs investigating repair and strengthening of reinforced concrete non-ductile frame buildings is presented. Researchers at The University of Texas have integrated knowledge about the behavior of non-ductile elements and systems, retrofitted members, subassemblages, and superassemblages into non-linear time-history analysis models. These models have been used to investigate the response of buildings, retrofitted with techniques studied in the laboratory, to a variety of strong-motion earthquake records.