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    Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008::page 04025052-1
    Author:
    Liang, Huanwei
    ,
    Xu, Chunrong
    ,
    Lin, Yu
    ,
    Wu, Jianli
    ,
    Xia, Fuyou
    ,
    Zhao, Canhui
    DOI: 10.1061/JBENF2.BEENG-7665
    Publisher: American Society of Civil Engineers
    Abstract: Abstract 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 ...
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      Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314318
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    contributor authorLiang, Huanwei
    contributor authorXu, Chunrong
    contributor authorLin, Yu
    contributor authorWu, Jianli
    contributor authorXia, Fuyou
    contributor authorZhao, Canhui
    date accessioned2026-08-20T21:20:42Z
    date available2026-08-20T21:20:42Z
    date copyright2025/06/12
    date issued2025
    identifier otherJBENF2.BEENG-7665.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314318
    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 ...
    publisherAmerican Society of Civil Engineers
    titleStudy on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons
    typeJournal Article
    journal volume30
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7665
    journal fristpage04025052-1
    journal lastpage04025052-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008
    contenttypeFulltext
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