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    Experimental Response of Damage-Free Self-Centering Links for Seismic Resilient Eccentrically Braced Frames

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025173-1
    Author:
    Lettieri, Annarosa
    ,
    Freddi, Fabio
    ,
    Latour, Massimo
    DOI: 10.1061/JSENDH.STENG-14660
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn the last few decades, numerous damage-free self-centering solutions have been proposed to achieve seismic resilience of steel structures. While most research studies have focused on moment resisting frames and concentrically braced frames, ...
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      Experimental Response of Damage-Free Self-Centering Links for Seismic Resilient Eccentrically Braced Frames

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313369
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    contributor authorLettieri, Annarosa
    contributor authorFreddi, Fabio
    contributor authorLatour, Massimo
    date accessioned2026-08-20T12:19:48Z
    date available2026-08-20T12:19:48Z
    date copyright2025/08/19
    date issued2025
    identifier otherJSENDH.STENG-14660.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313369
    description abstractAbstractIn the last few decades, numerous damage-free self-centering solutions have been proposed to achieve seismic resilience of steel structures. While most research studies have focused on moment resisting frames and concentrically braced frames, ...
    publisherAmerican Society of Civil Engineers
    titleExperimental Response of Damage-Free Self-Centering Links for Seismic Resilient Eccentrically Braced Frames
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14660
    journal fristpage04025173-1
    journal lastpage04025173-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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