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    Cyclic Response of 6061-T4 Aluminum Alloy Shear Links after Elevated Temperature

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025206-1
    Author:
    Sun, Guohua
    ,
    Zhao, Ziyan
    ,
    Li, Ming
    ,
    Liu, Wenyuan
    ,
    Yang, Wenxia
    DOI: 10.1061/JSENDH.STENG-14765
    Publisher: American Society of Civil Engineers
    Abstract: AbstractTo evaluate the residual seismic behavior after fires of 6061-T4 aluminum alloy shear links used in eccentrically braced frames (EBFs) as a main lateral load-resistant component, cyclic loading tests of 6061-T4 aluminum alloy links were performed ...
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      Cyclic Response of 6061-T4 Aluminum Alloy Shear Links after Elevated Temperature

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313390
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    contributor authorSun, Guohua
    contributor authorZhao, Ziyan
    contributor authorLi, Ming
    contributor authorLiu, Wenyuan
    contributor authorYang, Wenxia
    date accessioned2026-08-20T12:21:11Z
    date available2026-08-20T12:21:11Z
    date copyright2025/10/06
    date issued2025
    identifier otherJSENDH.STENG-14765.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313390
    description abstractAbstractTo evaluate the residual seismic behavior after fires of 6061-T4 aluminum alloy shear links used in eccentrically braced frames (EBFs) as a main lateral load-resistant component, cyclic loading tests of 6061-T4 aluminum alloy links were performed ...
    publisherAmerican Society of Civil Engineers
    titleCyclic Response of 6061-T4 Aluminum Alloy Shear Links after Elevated Temperature
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14765
    journal fristpage04025206-1
    journal lastpage04025206-12
    page12
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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