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Probabilistic Framework for Future Load Carrying Capacity Estimation of Corroded Metallic Railway Bridges under Heavy Axle Weight Trains

dc.contributor.authorZhang, Ziliang
dc.contributor.authorWatson, Geoff
dc.contributor.authorMilne, David
dc.contributor.authorPowrie, William
dc.contributor.authorKashani, Mohammad M.
dc.date.accessioned2026-08-20T21:19:15Z
dc.date.available2026-08-20T21:19:15Z
dc.date.copyright2025/08/19
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7409.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314284
dc.description.abstractAbstract Assessing the future load carrying capacity (characterized on UK railways by means of a route availability number) of historic railway infrastructure under heavy axle weight (HAW) train loads is important for operational and safety reasons. ...
dc.publisherAmerican Society of Civil Engineers
dc.titleProbabilistic Framework for Future Load Carrying Capacity Estimation of Corroded Metallic Railway Bridges under Heavy Axle Weight Trains
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue11
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7409
dc.journal.fristpage04025067-1
dc.journal.lastpage04025067-21
dc.page21
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011
dc.contenttypeFulltext


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