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dc.contributor.authorLiang, Huanwei
dc.contributor.authorXu, Chunrong
dc.contributor.authorLin, Yu
dc.contributor.authorWu, Jianli
dc.contributor.authorXia, Fuyou
dc.contributor.authorZhao, Canhui
dc.date.accessioned2026-08-20T21:20:42Z
dc.date.available2026-08-20T21:20:42Z
dc.date.copyright2025/06/12
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7665.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314318
dc.description.abstractAbstract Excessive steel content or concrete strength in the steel shell–concrete composite pylon (SSCCP) section can lead to unnecessary economic losses. To optimize the design of the SSCCP section, hysteretic tests were conducted on sections with a ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue8
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7665
dc.journal.fristpage04025052-1
dc.journal.lastpage04025052-13
dc.page13
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008
dc.contenttypeFulltext


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