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    Probabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025183-1
    Author:
    Aloisio, Angelo
    ,
    Sejkot, Petr
    ,
    Iqbal, Asif
    ,
    Fragiacomo, Massimo
    DOI: 10.1061/JSENDH.STENG-14744
    Publisher: American Society of Civil Engineers
    Abstract: AbstractAngle brackets and hold-downs represent the typical metal fasteners in mass timber structures. Angle brackets are primarily designed to support shear forces and are generally placed near the panel’s end cross-section centroid. In contrast, hold-...
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      Probabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313385
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    contributor authorAloisio, Angelo
    contributor authorSejkot, Petr
    contributor authorIqbal, Asif
    contributor authorFragiacomo, Massimo
    date accessioned2026-08-20T12:20:57Z
    date available2026-08-20T12:20:57Z
    date copyright2025/08/26
    date issued2025
    identifier otherJSENDH.STENG-14744.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313385
    description abstractAbstractAngle brackets and hold-downs represent the typical metal fasteners in mass timber structures. Angle brackets are primarily designed to support shear forces and are generally placed near the panel’s end cross-section centroid. In contrast, hold-...
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Assessment of the Tension-Shear Failure Domain Interaction of Angle Brackets for Timber Structures
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14744
    journal fristpage04025183-1
    journal lastpage04025183-14
    page14
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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