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dc.contributoren-US
dc.creatorWang, Julin
dc.date2019-08-23
dc.date.accessioned2019-09-11T18:48:20Z
dc.date.available2019-09-11T18:48:20Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/1605
dc.identifier.urihttps://revistaschilenas.uchile.cl/handle/2250/109372
dc.descriptionDOI: 10.7764/RDLC.18.2.334 In this paper, four concrete frame joints with high-strength stirrups and one with normal-strength stirrups were tested to investigate the mechanical properties of concrete beam-column joints with high-strength stirrups under low cyclic reversed loading. The influences of yield strength, volumetric ratio and section type of stirrups on bearing capacity, ductility, energy dissipation and shear deformation of concrete joints were analyzed, and the results indicate that increasing the yield strength of stirrups has limited effect on enhancing the bearing capacity of concrete joints, but can effectively improve the ductility, energy dissipation and restriction on shear deformation of concrete joints. en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/1605/437
dc.sourceRevista de la Construcción. Journal of Construction; Vol 18, No 2 (2019): Revista de la Construcción. Journal of Construction; 334-348en-US
dc.source0718-915X
dc.source0717-7925
dc.subjecten-US
dc.subjectconcrete joints, high-strength stirrups, mechanical propertiesen-US
dc.titleMechanical properties of concrete frame joints with high-strength stirrups under axial and cyclic lateral loadsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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