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    Improved Design Expressions for the Global Buckling Capacity and In-Plane Girder Stiffness of Torsionally Braced I-Girder Systems

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009::page 04025135-1
    Author:
    Fish, David
    ,
    Bjelland, Aidan
    ,
    Park, Sunghyun
    ,
    Helwig, Todd
    ,
    Engelhardt, Michael
    DOI: 10.1061/JSENDH.STENG-14925
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe stability of girder systems is generally critical during erection and construction of steel bridges. Member stability is usually governed by the resistance to conventional lateral-torsional buckling (LTB), which is a function of the unbraced ...Practical ApplicationsStability bracing provisions have now been incorporated into new bridge design guidelines, offering bridge designers clear guidance on torsional brace system design. However, some inherent limitations exist in these provisions. For ...
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      Improved Design Expressions for the Global Buckling Capacity and In-Plane Girder Stiffness of Torsionally Braced I-Girder Systems

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313417
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    • Journal of Structural Engineering

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    contributor authorFish, David
    contributor authorBjelland, Aidan
    contributor authorPark, Sunghyun
    contributor authorHelwig, Todd
    contributor authorEngelhardt, Michael
    date accessioned2026-08-20T12:22:51Z
    date available2026-08-20T12:22:51Z
    date copyright2025/07/02
    date issued2025
    identifier otherJSENDH.STENG-14925.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313417
    description abstractAbstractThe stability of girder systems is generally critical during erection and construction of steel bridges. Member stability is usually governed by the resistance to conventional lateral-torsional buckling (LTB), which is a function of the unbraced ...Practical ApplicationsStability bracing provisions have now been incorporated into new bridge design guidelines, offering bridge designers clear guidance on torsional brace system design. However, some inherent limitations exist in these provisions. For ...
    publisherAmerican Society of Civil Engineers
    titleImproved Design Expressions for the Global Buckling Capacity and In-Plane Girder Stiffness of Torsionally Braced I-Girder Systems
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14925
    journal fristpage04025135-1
    journal lastpage04025135-14
    page14
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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