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    Backbone Curve Development for Shear-Dominated Nonductile Circular Bridge Piers: An Explainable Machine Learning Approach

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006::page 04026022-1
    Author:
    Roy, Deeptarka
    ,
    Muntasir Billah, A. H. M.
    DOI: 10.1061/JBENF2.BEENG-7860
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Nonlinear analysis procedures are commonly employed to evaluate the force–deformation behavior of reinforced concrete (RC) bridge piers, with backbone curves frequently used to approximate the nonlinear response and identify performance limit ...
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      Backbone Curve Development for Shear-Dominated Nonductile Circular Bridge Piers: An Explainable Machine Learning Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314337
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    contributor authorRoy, Deeptarka
    contributor authorMuntasir Billah, A. H. M.
    date accessioned2026-08-20T21:21:31Z
    date available2026-08-20T21:21:31Z
    date copyright2026/03/25
    date issued2026
    identifier otherJBENF2.BEENG-7860.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314337
    description abstractAbstract Nonlinear analysis procedures are commonly employed to evaluate the force–deformation behavior of reinforced concrete (RC) bridge piers, with backbone curves frequently used to approximate the nonlinear response and identify performance limit ...
    publisherAmerican Society of Civil Engineers
    titleBackbone Curve Development for Shear-Dominated Nonductile Circular Bridge Piers: An Explainable Machine Learning Approach
    typeJournal Article
    journal volume31
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7860
    journal fristpage04026022-1
    journal lastpage04026022-19
    page19
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006
    contenttypeFulltext
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