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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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}
{"title":"Effect of Beam Depth on Anchorage Strength of Hooked and Headed Bars","authors":"Z. Coleman, Eric Jacques, C. Roberts-Wollmann","doi":"10.14359/51738510","DOIUrl":"https://doi.org/10.14359/51738510","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":null,"pages":null},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67390202","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}
S. Hosseini, Salaheldin Mousa, H. Mohamed, B. Benmokrane
{"title":"Deflection Control Methodologies for Curvilinear Concrete Members Reinforced with Glass Fiber-Reinforcing Polymer (GFRP) Bars","authors":"S. Hosseini, Salaheldin Mousa, H. Mohamed, B. Benmokrane","doi":"10.14359/51738842","DOIUrl":"https://doi.org/10.14359/51738842","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":null,"pages":null},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67392706","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}
Jung-Yoon Lee, Na-Yeong Kim, Dongik Shin, Kil-Hee Kim, M. Haroon
{"title":"Redistribution of Internal Forces in Reinforced Concrete Beams Subjected to Combined Load","authors":"Jung-Yoon Lee, Na-Yeong Kim, Dongik Shin, Kil-Hee Kim, M. Haroon","doi":"10.14359/51739093","DOIUrl":"https://doi.org/10.14359/51739093","url":null,"abstract":"","PeriodicalId":50925,"journal":{"name":"ACI Structural Journal","volume":null,"pages":null},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67394030","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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