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    On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025160-1
    Author:
    Tahat, Mohammad F.
    ,
    Pozo-Lora, Fray F.
    ,
    Al-Rubaye, Salam
    ,
    Maguire, Marc
    DOI: 10.1061/JSENDH.STENG-14714
    Publisher: American Society of Civil Engineers
    Abstract: AbstractPartially composite insulated wall panels (IWPs) have been used in the construction of buildings for over 100 years. Still, their design remains outside of major building codes, and strength reduction factors (ϕ) have not been determined and ...
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      On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313379
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    contributor authorTahat, Mohammad F.
    contributor authorPozo-Lora, Fray F.
    contributor authorAl-Rubaye, Salam
    contributor authorMaguire, Marc
    date accessioned2026-08-20T12:20:30Z
    date available2026-08-20T12:20:30Z
    date copyright2025/07/29
    date issued2025
    identifier otherJSENDH.STENG-14714.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313379
    description abstractAbstractPartially composite insulated wall panels (IWPs) have been used in the construction of buildings for over 100 years. Still, their design remains outside of major building codes, and strength reduction factors (ϕ) have not been determined and ...
    publisherAmerican Society of Civil Engineers
    titleOn the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14714
    journal fristpage04025160-1
    journal lastpage04025160-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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