M. B. Hueste, J. Mander, Reza Baie, Anagha S. Parkar, A. Parchure, J. M. Prouty, Tristan Sarremejane
{"title":"Behavior and Strength of Splices for Continuous Prestressed Concrete Girder Bridges","authors":"M. B. Hueste, J. Mander, Reza Baie, Anagha S. Parkar, A. Parchure, J. M. Prouty, Tristan Sarremejane","doi":"10.14359/51689318","DOIUrl":"https://doi.org/10.14359/51689318","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124920090","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Hybrid Testing of Beam-to-Column Connection Regions of a Code Compliant RC Moment Frame Building","authors":"B. Bakir","doi":"10.14359/51689312","DOIUrl":"https://doi.org/10.14359/51689312","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"97 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127974611","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Panel Zones in Structural Walls","authors":"E. Villalobos, S. Pujol, J. Moehle","doi":"10.14359/51689317","DOIUrl":"https://doi.org/10.14359/51689317","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"101 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124805931","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Benefits of Fiber Addition on the Seismic Resistance of RC Joints","authors":"A. Naaman","doi":"10.14359/51689320","DOIUrl":"https://doi.org/10.14359/51689320","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123609605","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Structural Subassemblage Tests at the University of Minnesota Inspired by U.S.-Japan Collaborative Research Program","authors":"C. French","doi":"10.14359/51689316","DOIUrl":"https://doi.org/10.14359/51689316","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"56 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115704835","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Recent Advances in FRP Products for Repair of Infrastructure","authors":"M. Ehsani","doi":"10.14359/51689321","DOIUrl":"https://doi.org/10.14359/51689321","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124591430","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Synopsis: Some implications of using high-strength concrete and steel materials in reinforced concrete frame members are discussed in terms of both flexural design and behavior. Through an example, it is demonstrated that the computed sectional curvature is highly sensitive to the choice of rectangular stress block used to model compression zone stresses of high-strength concrete. Comparison of various models suggests that the use of the stress block model defined in the ACI Building Code tends to overestimate curvature for concrete strengths exceeding 12 ksi (83 MPa). In addition, recent test data are presented for flexure-dominated concrete members reinforced with high-strength steel bars. The effects of replacing Grade 60 (410) flexural reinforcement with Grade 100 (690) steel on deformation capacity, stiffness, and strength are examined. Test data support the viability of using Grade 100 (690) longitudinal reinforcement to resist loads that induce force-displacement response well into the nonlinear range.
{"title":"Deformation Capacity and Strength of RC Frame Members with High-Strength Materials","authors":"M. Cheng, L. S. Wibowo, R. Lequesne, A. Lepage","doi":"10.14359/51689315","DOIUrl":"https://doi.org/10.14359/51689315","url":null,"abstract":"Synopsis: Some implications of using high-strength concrete and steel materials in reinforced concrete frame members are discussed in terms of both flexural design and behavior. Through an example, it is demonstrated that the computed sectional curvature is highly sensitive to the choice of rectangular stress block used to model compression zone stresses of high-strength concrete. Comparison of various models suggests that the use of the stress block model defined in the ACI Building Code tends to overestimate curvature for concrete strengths exceeding 12 ksi (83 MPa). In addition, recent test data are presented for flexure-dominated concrete members reinforced with high-strength steel bars. The effects of replacing Grade 60 (410) flexural reinforcement with Grade 100 (690) steel on deformation capacity, stiffness, and strength are examined. Test data support the viability of using Grade 100 (690) longitudinal reinforcement to resist loads that induce force-displacement response well into the nonlinear range.","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134348711","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Innovative Approaches for Predicting RC Beam-Column Connection Joint Shear Resistance","authors":"J. LaFave, Jaehong Kim","doi":"10.14359/51689311","DOIUrl":"https://doi.org/10.14359/51689311","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133106195","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Synopsis: Early research on the behavior of frame members subjected to reversed cyclic displacements has been reviewed, with an emphasis on the phenomenon of shear strength decay. Information is provided about variables that affect shear strength decay and measures that can be taken to mitigate this phenomenon, which should be of interest to students and structural engineers learning or involved in earthquake-resistant design of reinforced concrete structures.
{"title":"A Review of Research on Shear Strength Decay in Members under Load Reversals","authors":"R. Lequesne, G. Parra-Montesinos","doi":"10.14359/51689314","DOIUrl":"https://doi.org/10.14359/51689314","url":null,"abstract":"Synopsis: Early research on the behavior of frame members subjected to reversed cyclic displacements has been reviewed, with an emphasis on the phenomenon of shear strength decay. Information is provided about variables that affect shear strength decay and measures that can be taken to mitigate this phenomenon, which should be of interest to students and structural engineers learning or involved in earthquake-resistant design of reinforced concrete structures.","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123761749","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Luis E. García, M. Sozen, A. E. Fiorato, L. Yamín, J. Correal
{"title":"An Insight into the Space Building Collapse","authors":"Luis E. García, M. Sozen, A. E. Fiorato, L. Yamín, J. Correal","doi":"10.14359/51689322","DOIUrl":"https://doi.org/10.14359/51689322","url":null,"abstract":"","PeriodicalId":114719,"journal":{"name":"SP-311: James K. Wight: A Tribute from his Students and Colleagues","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2016-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125004221","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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