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    In-Plane Shear Strength Characteristics of Masonry Walls with Varying Mortar Types and Aspect Ratios: An Experimental and Numerical Study

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002::page 04026011-1
    Author:
    Shrestha, Aayush
    ,
    Sharma, Ashish
    ,
    Chalise, Anuj
    ,
    Chalise, Aakriti
    ,
    Aoki, Takayoshi
    ,
    Shrestha, Kshitij C.
    DOI: 10.1061/JSDCCC.SCENG-1954
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study examines the in-plane shear performance of clay-unit unreinforced masonry (URM) walls subjected to quasi-static cyclic loading, focusing on the simultaneous effects of mortar type and aspect ratio. Six full-scale wall specimens were ...
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      In-Plane Shear Strength Characteristics of Masonry Walls with Varying Mortar Types and Aspect Ratios: An Experimental and Numerical Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313238
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    contributor authorShrestha, Aayush
    contributor authorSharma, Ashish
    contributor authorChalise, Anuj
    contributor authorChalise, Aakriti
    contributor authorAoki, Takayoshi
    contributor authorShrestha, Kshitij C.
    date accessioned2026-08-20T12:12:54Z
    date available2026-08-20T12:12:54Z
    date copyright2026/01/10
    date issued2026
    identifier otherJSDCCC.SCENG-1954.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313238
    description abstractAbstractThis study examines the in-plane shear performance of clay-unit unreinforced masonry (URM) walls subjected to quasi-static cyclic loading, focusing on the simultaneous effects of mortar type and aspect ratio. Six full-scale wall specimens were ...
    publisherAmerican Society of Civil Engineers
    titleIn-Plane Shear Strength Characteristics of Masonry Walls with Varying Mortar Types and Aspect Ratios: An Experimental and Numerical Study
    typeJournal Article
    journal volume31
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1954
    journal fristpage04026011-1
    journal lastpage04026011-17
    page17
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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