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    Evaluating Flexural Stiffness Equations for the Stability Design of Slender-Reinforced Concrete Bridge Columns

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011::page 04025068-1
    Author:
    Esmaeelpour, Javad
    ,
    Denavit, Mark D.
    ,
    Scott, Michael H.
    DOI: 10.1061/JBENF2.BEENG-7680
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The moment magnification method is commonly used to account for second-order effects in the stability design of slender-reinforced concrete bridge columns without resorting to rigorous analyses. The accuracy of the moment magnification method ...
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      Evaluating Flexural Stiffness Equations for the Stability Design of Slender-Reinforced Concrete Bridge Columns

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314321
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    contributor authorEsmaeelpour, Javad
    contributor authorDenavit, Mark D.
    contributor authorScott, Michael H.
    date accessioned2026-08-20T21:20:50Z
    date available2026-08-20T21:20:50Z
    date copyright2025/08/21
    date issued2025
    identifier otherJBENF2.BEENG-7680.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314321
    description abstractAbstract The moment magnification method is commonly used to account for second-order effects in the stability design of slender-reinforced concrete bridge columns without resorting to rigorous analyses. The accuracy of the moment magnification method ...
    publisherAmerican Society of Civil Engineers
    titleEvaluating Flexural Stiffness Equations for the Stability Design of Slender-Reinforced Concrete Bridge Columns
    typeJournal Article
    journal volume30
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7680
    journal fristpage04025068-1
    journal lastpage04025068-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011
    contenttypeFulltext
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