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    Investigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04025295-1
    Author:
    Aftabiazar, Mehrdad
    ,
    Paultre, Patrick
    DOI: 10.1061/JSENDH.STENG-15399
    Publisher: American Society of Civil Engineers
    Abstract: AbstractReinforced concrete shear walls (RCSWs) constitute the primary seismic force-resisting system for mid-rise and high-rise buildings in western North America. Numerical analysis has indicated that large-magnitude, long-duration earthquakes, such as ...
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      Investigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313487
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    contributor authorAftabiazar, Mehrdad
    contributor authorPaultre, Patrick
    date accessioned2026-08-20T12:27:29Z
    date available2026-08-20T12:27:29Z
    date copyright2025/12/31
    date issued2026
    identifier otherJSENDH.STENG-15399.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313487
    description abstractAbstractReinforced concrete shear walls (RCSWs) constitute the primary seismic force-resisting system for mid-rise and high-rise buildings in western North America. Numerical analysis has indicated that large-magnitude, long-duration earthquakes, such as ...
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15399
    journal fristpage04025295-1
    journal lastpage04025295-18
    page18
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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