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dc.contributor.authorArafa, Ahmed
dc.contributor.authorAhmed, Nourhan
dc.contributor.authorKenewy, Mamdouh
dc.contributor.authorDerar, Ahmed
dc.contributor.authorFahmy, Mohamed F.M.
dc.contributor.authorBenmokrane, Brahim
dc.date.accessioned2026-08-20T21:21:29Z
dc.date.available2026-08-20T21:21:29Z
dc.date.copyright2026/03/25
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-7859.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314336
dc.description.abstractAbstract A comprehensive nonlinear finite-element analysis (FEA) was conducted to investigate the nonlinear cyclic response of moderate-aspect-ratio (height/length ranging from two to four) concrete bridge wall piers reinforced with steel and glass fiber–...
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Behavior of Moderate-Aspect-Ratio Concrete Bridge Wall Piers Reinforced with Steel and GFRP Reinforcements
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7859
dc.journal.fristpage04026021-1
dc.journal.lastpage04026021-20
dc.page20
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006
dc.contenttypeFulltext


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