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dc.contributor.authorLiang, Huanwei
dc.contributor.authorZhang, Shengjian
dc.contributor.authorXu, Chunrong
dc.contributor.authorZhao, Canhui
dc.contributor.authorTan, Sun
dc.date.accessioned2026-08-20T21:20:27Z
dc.date.available2026-08-20T21:20:27Z
dc.date.copyright2025/07/17
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7641.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314313
dc.description.abstractAbstract To optimize the arrangement of stiffeners and studs in a steel shell–concrete composite pylon (SSCCP), three types of steel shell stability specimens are designed in this study. The critical buckling strain and postbuckling strain development of ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on Local Buckling of Steel Shell–Concrete Composite Pylons
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue10
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7641
dc.journal.fristpage04025060-1
dc.journal.lastpage04025060-13
dc.page13
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010
dc.contenttypeFulltext


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