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dc.contributor.authorLiu, Jie
dc.contributor.authorWang, Wanyong
dc.contributor.authorGuo, Tong
dc.contributor.authorLi, Jianhui
dc.contributor.authorZhao, Qi
dc.date.accessioned2026-08-20T12:00:18Z
dc.date.available2026-08-20T12:00:18Z
dc.date.copyright2026/03/05
dc.date.issued2026
dc.identifier.otherJPCFEV.CFENG-5347.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312960
dc.description.abstractAbstractThis study investigated the long-term fatigue performance of rib-to-deck welds in the Runyang Suspension Bridge (RSB)’s orthotropic steel deck (OSD), strengthened with L-shaped fiber-reinforced polymer (L-FRP) plates. A six-year field monitoring ...
dc.publisherAmerican Society of Civil Engineers
dc.titleLong-Term Performance and Durability Assessment of FRP-Strengthened Rib-to-Deck Welds in Orthotropic Steel Bridges: Six-Year Field Monitoring Study
dc.typeJournal Article
dc.journal.volume40
dc.journal.issue3
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/JPCFEV.CFENG-5347
dc.journal.fristpage04026007-1
dc.journal.lastpage04026007-11
dc.page11
dc.treeJournal of Performance of Constructed Facilities:;2026:;Volume ( 040 ):;issue: 003
dc.contenttypeFulltext


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