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    Quasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025223-1
    Author:
    Mahrous, Amgad
    ,
    AbdelRahman, Belal
    ,
    Galal, Khaled
    DOI: 10.1061/JSENDH.STENG-14196
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe design of seismic-resistant mid- to high-rise reinforced masonry (RM) buildings requires a reliable seismic force-resisting system (SFRS) that offers sufficient lateral strength and deformation capacities. Core walls are frequently selected as ...
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      Quasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313298
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    contributor authorMahrous, Amgad
    contributor authorAbdelRahman, Belal
    contributor authorGalal, Khaled
    date accessioned2026-08-20T12:16:08Z
    date available2026-08-20T12:16:08Z
    date copyright2025/10/15
    date issued2025
    identifier otherJSENDH.STENG-14196.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313298
    description abstractAbstractThe design of seismic-resistant mid- to high-rise reinforced masonry (RM) buildings requires a reliable seismic force-resisting system (SFRS) that offers sufficient lateral strength and deformation capacities. Core walls are frequently selected as ...
    publisherAmerican Society of Civil Engineers
    titleQuasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14196
    journal fristpage04025223-1
    journal lastpage04025223-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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