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    Cyclic Behavior of Axially Loaded Fuse Plates without Continuous Buckling Restraint

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025178-1
    Author:
    Richards, Paul W.
    ,
    Higgins, Rebekah
    DOI: 10.1061/JSENDH.STENG-14365
    Publisher: American Society of Civil Engineers
    Abstract: AbstractModern building codes require structures in high seismic areas to resist earthquake forces through strength and ductility, yet inelastic deformation can render buildings unrepairable. One approach to mitigate unrepairable damage is the use of ...
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      Cyclic Behavior of Axially Loaded Fuse Plates without Continuous Buckling Restraint

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313321
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    • Journal of Structural Engineering

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    contributor authorRichards, Paul W.
    contributor authorHiggins, Rebekah
    date accessioned2026-08-20T12:17:04Z
    date available2026-08-20T12:17:04Z
    date copyright2025/08/22
    date issued2025
    identifier otherJSENDH.STENG-14365.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313321
    description abstractAbstractModern building codes require structures in high seismic areas to resist earthquake forces through strength and ductility, yet inelastic deformation can render buildings unrepairable. One approach to mitigate unrepairable damage is the use of ...
    publisherAmerican Society of Civil Engineers
    titleCyclic Behavior of Axially Loaded Fuse Plates without Continuous Buckling Restraint
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14365
    journal fristpage04025178-1
    journal lastpage04025178-15
    page15
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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