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dc.contributor.authorSajid, Hizb Ullah
dc.contributor.authorBarrett, Timothy
dc.contributor.authorChiarito, Vincent
dc.contributor.authorSlein, Ryan
dc.date.accessioned2026-08-20T21:20:02Z
dc.date.available2026-08-20T21:20:02Z
dc.date.copyright2025/08/26
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7568.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314302
dc.description.abstractAbstract Fire-induced extreme temperature events can rapidly degrade the fatigue capacity of stay cable strands. This paper investigates the residual fatigue performance of fire-exposed stay cable strands to help bridge owners assess whether a cable-...
dc.publisherAmerican Society of Civil Engineers
dc.titleResidual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7568
dc.journal.fristpage04025072-1
dc.journal.lastpage04025072-11
dc.page11
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011
dc.contenttypeFulltext


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