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Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0

dc.contributor.authorAhmed H. Ali
dc.contributor.authorHamdy M. Mohamed
dc.contributor.authorBrahim Benmokrane
dc.date.accessioned2017-12-16T09:20:56Z
dc.date.available2017-12-16T09:20:56Z
dc.date.issued2016
dc.identifier.other%28ASCE%29CC.1943-5614.0000707.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241666
dc.publisherAmerican Society of Civil Engineers
dc.titleShear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue6
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000707
dc.treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 006
dc.contenttypeFulltext


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