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dc.contributor.authorShi, Xin
dc.contributor.authorGuo, Tong
dc.contributor.authorZhu, Ruizhao
dc.contributor.authorXia, Yu
dc.contributor.authorXie, Tianyu
dc.contributor.authorQian, Jing
dc.date.accessioned2026-08-20T21:22:20Z
dc.date.available2026-08-20T21:22:20Z
dc.date.copyright2026/06/02
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-8080.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314351
dc.description.abstractAbstract This paper introduces the cyclic loading test and numerical model of a novel self-centering (SC) tall pier. This tall pier system is connected to the girder and foundation, respectively, through pre-embedded unbonded post-tensioned tendons at ...
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Performance Assessment of Self-Centering Tall Piers: Cyclic Loading Test and Numerical Analysis
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue8
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-8080
dc.journal.fristpage04026038-1
dc.journal.lastpage04026038-20
dc.page20
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 008
dc.contenttypeFulltext


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