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

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    JBENF2.BEENG-7860.pdf (15.90Mb)
    Date
    2026
    Author
    Roy, Deeptarka
    Muntasir Billah, A. H. M.
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    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 ...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4314337
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