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    Exploring the Seismic Performance of Confined Brick Masonry Walls via Diverse Toothing Connections: A Numerical Investigation

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001::page 04025108-1
    Author:
    Shandilya, A. N.
    ,
    Haldar, A.
    ,
    Yacila, Jhair
    ,
    Mandal, S.
    DOI: 10.1061/JSDCCC.SCENG-1753
    Publisher: American Society of Civil Engineers
    Abstract: AbstractConfined brick masonry (CBM) combines masonry walls with reinforced concrete ties for enhanced structural integrity. The wall-to-tie connection is essential for effective load transfer, preventing out-of-plane failure, and enhancing ductility. ...
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      Exploring the Seismic Performance of Confined Brick Masonry Walls via Diverse Toothing Connections: A Numerical Investigation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313157
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    contributor authorShandilya, A. N.
    contributor authorHaldar, A.
    contributor authorYacila, Jhair
    contributor authorMandal, S.
    date accessioned2026-08-20T12:09:11Z
    date available2026-08-20T12:09:11Z
    date copyright2025/09/23
    date issued2026
    identifier otherJSDCCC.SCENG-1753.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313157
    description abstractAbstractConfined brick masonry (CBM) combines masonry walls with reinforced concrete ties for enhanced structural integrity. The wall-to-tie connection is essential for effective load transfer, preventing out-of-plane failure, and enhancing ductility. ...
    publisherAmerican Society of Civil Engineers
    titleExploring the Seismic Performance of Confined Brick Masonry Walls via Diverse Toothing Connections: A Numerical Investigation
    typeJournal Article
    journal volume31
    journal issue1
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1753
    journal fristpage04025108-1
    journal lastpage04025108-15
    page15
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001
    contenttypeFulltext
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