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    Mechanical Behavior of Tie-Down Cables with Wedge-Type Anchorages Subjected to Horizontal Displacements

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009::page 04025056-1
    Author:
    Yi, Jiang
    ,
    Wang, Haocheng
    DOI: 10.1061/JBENF2.BEENG-7512
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Tie-down cables have been widely used to provide restraint against uplift forces in bridges such as cable-stayed bridges. During seismic events, significant horizontal displacement in the girder results in intricate dynamic interactions within ...
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      Mechanical Behavior of Tie-Down Cables with Wedge-Type Anchorages Subjected to Horizontal Displacements

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314296
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    contributor authorYi, Jiang
    contributor authorWang, Haocheng
    date accessioned2026-08-20T21:19:45Z
    date available2026-08-20T21:19:45Z
    date copyright2025/07/03
    date issued2025
    identifier otherJBENF2.BEENG-7512.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314296
    description abstractAbstract Tie-down cables have been widely used to provide restraint against uplift forces in bridges such as cable-stayed bridges. During seismic events, significant horizontal displacement in the girder results in intricate dynamic interactions within ...
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Tie-Down Cables with Wedge-Type Anchorages Subjected to Horizontal Displacements
    typeJournal Article
    journal volume30
    journal issue9
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7512
    journal fristpage04025056-1
    journal lastpage04025056-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009
    contenttypeFulltext
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