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dc.contributor.authorAlkloub, Amer
dc.contributor.authorDwaikat, Mahmoud M. S.
dc.contributor.authorAshteyat, Ahmad
dc.contributor.authorSammour, Farouq
dc.contributor.authorJaradat, Asala
dc.date.accessioned2026-08-20T12:11:04Z
dc.date.available2026-08-20T12:11:04Z
dc.date.copyright2025/09/27
dc.date.issued2026
dc.identifier.otherJSDCCC.SCENG-1846.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313198
dc.description.abstractAbstractComposite steel–concrete beams are widely used in flooring and decking systems in buildings and bridges due to their efficiency. High-temperature exposure is a major hazard that can affect the composite action of such beams and, hence, their ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of High-Temperature Exposure on the Residual Capacity of Steel–Concrete Shear Connectors: Experimental Study
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue1
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-1846
dc.journal.fristpage04025119-1
dc.journal.lastpage04025119-13
dc.page13
dc.treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001
dc.contenttypeFulltext


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