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    Cyclic Testing of a Novel Buckling-Restrained Connection for Mass Timber Structures

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04025293-1
    Author:
    Neves, Dylan C.
    ,
    Woods, Joshua E.
    DOI: 10.1061/JSENDH.STENG-15544
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSeismic design of tall mass timber structures continues to be challenging because of the limitations associated with the stiffness, strength, ductility, and energy dissipation capacity of traditional timber connections, which are often relied upon ...
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      Cyclic Testing of a Novel Buckling-Restrained Connection for Mass Timber Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313506
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    contributor authorNeves, Dylan C.
    contributor authorWoods, Joshua E.
    date accessioned2026-08-20T12:28:17Z
    date available2026-08-20T12:28:17Z
    date copyright2025/12/30
    date issued2026
    identifier otherJSENDH.STENG-15544.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313506
    description abstractAbstractSeismic design of tall mass timber structures continues to be challenging because of the limitations associated with the stiffness, strength, ductility, and energy dissipation capacity of traditional timber connections, which are often relied upon ...
    publisherAmerican Society of Civil Engineers
    titleCyclic Testing of a Novel Buckling-Restrained Connection for Mass Timber Structures
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15544
    journal fristpage04025293-1
    journal lastpage04025293-17
    page17
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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