Corrigendum to ‘Enhancing compressive behavior of concrete with novel low-cost hybrid passive confinement including large rupture strain cotton ropes: Experimental findings and a design-oriented model’ [Case Stud. Constr. Mater. 21 (2024) e03496]

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dc.contributor.authorPanumas Saingam
dc.contributor.authorQudeer Hussain
dc.contributor.authorAli Ejaz
dc.contributor.authorAdnan Nawaz
dc.contributor.authorPanuwat Joyklad
dc.contributor.authorKaffayatullah Khan
dc.date.accessioned2026-05-08T19:24:10Z
dc.date.issued2024-9-10
dc.identifier.doi10.1016/j.cscm.2024.e03736
dc.identifier.urihttps://dspace.kmitl.ac.th/handle/123456789/19443
dc.publisherCase Studies in Construction Materials
dc.subjectStructural Behavior of Reinforced Concrete
dc.subjectStructural Response to Dynamic Loads
dc.titleCorrigendum to ‘Enhancing compressive behavior of concrete with novel low-cost hybrid passive confinement including large rupture strain cotton ropes: Experimental findings and a design-oriented model’ [Case Stud. Constr. Mater. 21 (2024) e03496]
dc.typeErratum

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