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    Virtual Testing of Strong Wood Light-Frame Shear Walls under Monotonic and Cyclic Loads: Model Development, Validation, and Parametric Studies

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002::page 04025256-1
    Author:
    Ghazi-nader, Dina
    ,
    Sun, Min
    ,
    Dolan, J. Daniel
    ,
    Malek, Sardar
    DOI: 10.1061/JSENDH.STENG-14707
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThere is a growing demand for strong wood light-frame shear wall systems in mid-rise buildings, particularly in high-seismic zones. The best performance of these walls is achieved when most of the energy is dissipated through shear deformation in ...
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      Virtual Testing of Strong Wood Light-Frame Shear Walls under Monotonic and Cyclic Loads: Model Development, Validation, and Parametric Studies

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313378
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    • Journal of Structural Engineering

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    contributor authorGhazi-nader, Dina
    contributor authorSun, Min
    contributor authorDolan, J. Daniel
    contributor authorMalek, Sardar
    date accessioned2026-08-20T12:20:29Z
    date available2026-08-20T12:20:29Z
    date copyright2025/11/21
    date issued2026
    identifier otherJSENDH.STENG-14707.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313378
    description abstractAbstractThere is a growing demand for strong wood light-frame shear wall systems in mid-rise buildings, particularly in high-seismic zones. The best performance of these walls is achieved when most of the energy is dissipated through shear deformation in ...
    publisherAmerican Society of Civil Engineers
    titleVirtual Testing of Strong Wood Light-Frame Shear Walls under Monotonic and Cyclic Loads: Model Development, Validation, and Parametric Studies
    typeJournal Article
    journal volume152
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14707
    journal fristpage04025256-1
    journal lastpage04025256-14
    page14
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002
    contenttypeFulltext
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