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

dc.contributor.authorRoy, Deeptarka
dc.contributor.authorMuntasir Billah, A. H. M.
dc.date.accessioned2026-08-20T21:21:31Z
dc.date.available2026-08-20T21:21:31Z
dc.date.copyright2026/03/25
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-7860.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314337
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleBackbone Curve Development for Shear-Dominated Nonductile Circular Bridge Piers: An Explainable Machine Learning Approach
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7860
dc.journal.fristpage04026022-1
dc.journal.lastpage04026022-19
dc.page19
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 006
dc.contenttypeFulltext


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