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dc.contributor.authorLuo, Zihao
dc.contributor.authorHe, Weikun
dc.contributor.authorZhao, Hua
dc.contributor.authorHu, Junde
dc.contributor.authorAn, Jiahe
dc.contributor.authorTan, Chengjun
dc.contributor.authorYi, Dutao
dc.date.accessioned2026-08-20T21:22:27Z
dc.date.available2026-08-20T21:22:27Z
dc.date.copyright2026/06/02
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-8142.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314354
dc.description.abstractAbstract Long-span prestressed concrete continuous bridges are prone to excessive deflection at the main span during long-term operation, which often interacts with cracking issues. To address this challenge, this paper proposes a novel and practical ...
dc.publisherAmerican Society of Civil Engineers
dc.titleConceptual Design of a Novel UHPC-NC Hybrid Continuous Box-Girder System with Controllable Long-Term Deflection
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue8
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-8142
dc.journal.fristpage04026039-1
dc.journal.lastpage04026039-16
dc.page16
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 008
dc.contenttypeFulltext


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