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    Full-Scale Testing of Two-Tiered Steel Special Concentrically Braced Frames: Seismic Response and Design Method

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025162-1
    Author:
    Cano, Pablo A.
    ,
    Comeau, Christophe
    ,
    Imanpour, Ali
    ,
    Tremblay, Robert
    DOI: 10.1061/JSENDH.STENG-14235
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents full-scale quasi-static testing of four two-tiered steel special concentrically braced frames performed to examine the seismic response of steel multitiered concentrically braced frames and improve their design requirements. ...
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      Full-Scale Testing of Two-Tiered Steel Special Concentrically Braced Frames: Seismic Response and Design Method

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313303
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    contributor authorCano, Pablo A.
    contributor authorComeau, Christophe
    contributor authorImanpour, Ali
    contributor authorTremblay, Robert
    date accessioned2026-08-20T12:16:18Z
    date available2026-08-20T12:16:18Z
    date copyright2025/07/30
    date issued2025
    identifier otherJSENDH.STENG-14235.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313303
    description abstractAbstractThis paper presents full-scale quasi-static testing of four two-tiered steel special concentrically braced frames performed to examine the seismic response of steel multitiered concentrically braced frames and improve their design requirements. ...
    publisherAmerican Society of Civil Engineers
    titleFull-Scale Testing of Two-Tiered Steel Special Concentrically Braced Frames: Seismic Response and Design Method
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14235
    journal fristpage04025162-1
    journal lastpage04025162-16
    page16
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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