{"title":"Confinement Reinforcement of High-Strength Reinforced Concrete Tied Columns under High Axial Load","authors":"W. Shen, S. Hwang","doi":"10.14359/51738505","DOIUrl":"https://doi.org/10.14359/51738505","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"11 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67390038","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Sanghee Kim, T. Kang, D. Jung, Byung-Un Kwon, Dongjoo Lee
{"title":"Seismic Behavior of Monolithic Exterior Beam-Column Connections with Unbonded Post-Tensioning","authors":"Sanghee Kim, T. Kang, D. Jung, Byung-Un Kwon, Dongjoo Lee","doi":"10.14359/51739085","DOIUrl":"https://doi.org/10.14359/51739085","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67393138","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Cementitious Resins for Strengthening Reinforced Concrete Beams with Near-Surface-Mounted Carbon Fiber-Reinforced Polymer","authors":"Y. J. Kim, Wajdi Ammar","doi":"10.14359/51738720","DOIUrl":"https://doi.org/10.14359/51738720","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67391007","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Cover Spalling in Reinforced Concrete Beams Subjected to Pure Torsion","authors":"A. Kuan, E. Bentz, M. Collins","doi":"10.14359/51738839","DOIUrl":"https://doi.org/10.14359/51738839","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67392155","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Ibrahim T. Mostafa, Salaheldin Mousa, H. Mohamed, B. Benmokrane
{"title":"Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion","authors":"Ibrahim T. Mostafa, Salaheldin Mousa, H. Mohamed, B. Benmokrane","doi":"10.14359/51738836","DOIUrl":"https://doi.org/10.14359/51738836","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67392261","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Hysteretic Model of Coupler Box Assembly for Seismic Retrofitting of Severely Damaged Reinforced Concrete Buildings","authors":"N. Kothapalli, R. S. Chidambaram, Pankaj Agarwal","doi":"10.14359/51738831","DOIUrl":"https://doi.org/10.14359/51738831","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67392465","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The current seismic design philosophy allows nonlinear behavior of the structure to reduce strength requirements. This implies that the structure must be able to retain its integrity under cycles of displacement into the nonlinear range. The structure has to be tough. Evaluation of experimental results from 15 series of tests reported by various investigators has shown that the limiting drift capacity of a reinforced concrete column proportioned to resist earthquake effects through energy dissipation in the nonlinear range of response may be determined simply by considering two parameters: 1) the aspect ratio, and 2) the transverse reinforcement index.
{"title":"Drift Capacity of Reinforced Concrete Columns","authors":"S. Pujol, J. Ramfrez, M. Sozen","doi":"10.14359/51736124","DOIUrl":"https://doi.org/10.14359/51736124","url":null,"abstract":"The current seismic design philosophy allows nonlinear behavior of the structure to reduce strength requirements. This implies that the structure must be able to retain its integrity under cycles of displacement into the nonlinear range. The structure has to be tough. Evaluation of experimental results from 15 series of tests reported by various investigators has shown that the limiting drift capacity of a reinforced concrete column proportioned to resist earthquake effects through energy dissipation in the nonlinear range of response may be determined simply by considering two parameters: 1) the aspect ratio, and 2) the transverse reinforcement index.","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67385454","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Behavior of Reinforcing Bar to Concrete Bond under High Sustained Load","authors":"Ali Elawadi, S. Orton, Ying Tian","doi":"10.14359/51737239","DOIUrl":"https://doi.org/10.14359/51737239","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":"1 1","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67387116","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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