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    Seismic Hazard Evaluation of Torsional Effects in Steel Concentrically Braced Framed Buildings without Any Plan Irregularity

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001::page 04025102-1
    Author:
    Zhang, Hanming
    ,
    Shen, Jay
    ,
    Şeker, Onur
    ,
    Li, Peizhe
    DOI: 10.1061/JSDCCC.SCENG-1915
    Publisher: American Society of Civil Engineers
    Abstract: AbstractNormally for seismic analysis of buildings without geometric irregularities, torsional effects are not the first to be considered. However, steel braced frames are special since there are uncertainties in brace fracture that may result in ...
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      Seismic Hazard Evaluation of Torsional Effects in Steel Concentrically Braced Framed Buildings without Any Plan Irregularity

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313221
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    contributor authorZhang, Hanming
    contributor authorShen, Jay
    contributor authorŞeker, Onur
    contributor authorLi, Peizhe
    date accessioned2026-08-20T12:12:12Z
    date available2026-08-20T12:12:12Z
    date copyright2025/09/18
    date issued2026
    identifier otherJSDCCC.SCENG-1915.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313221
    description abstractAbstractNormally for seismic analysis of buildings without geometric irregularities, torsional effects are not the first to be considered. However, steel braced frames are special since there are uncertainties in brace fracture that may result in ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Hazard Evaluation of Torsional Effects in Steel Concentrically Braced Framed Buildings without Any Plan Irregularity
    typeJournal Article
    journal volume31
    journal issue1
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1915
    journal fristpage04025102-1
    journal lastpage04025102-14
    page14
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001
    contenttypeFulltext
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