[article] 
inJournal of structural engineering > Vol. 138 N° 3 (Mars 2012) . - pp. 425-437

Titre :	Lattice shear reinforcement for enhancement of slab-column connections
Type de document :	texte imprimé
Auteurs :	Hong-Gun Park, Auteur ; You-Ni Kim, Auteur ; Jin-Gyu Song, Auteur
Année de publication :	2012
Article en page(s) :	pp. 425-437
Note générale :	Génie Civil
Langues :	Anglais (eng)
Mots-clés :	Slab-column connection Lattice Shear reinforcement Ductility Earthquake design Stirrups Studrail
Résumé :	An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear reinforcement. For comparison, eight specimens reinforced with existing shear reinforcement methods (studrails, shear bands, stirrups, and no shear reinforcement) were also tested. All shear reinforcement methods were designed to enhance the unbalanced moment-carrying capacity of the slab-column connections. The test results showed that in the enhancement of the unbalanced moment-carrying capacity of slab-column connections, lattice shear reinforcement was better than the other shear reinforcement methods. Lattice shear reinforcement increased the unbalanced moment-carrying capacity of the slab-column connections by more than 1.8 times that of the specimens without shear reinforcement. All shear reinforcement methods significantly improved the deformation capacity of the slab-column connections.
DEWEY :	624.17
ISSN :	0733-9445
En ligne :	http://ascelibrary.org/sto/resource/1/jsendh/v138/i3/p425_s1?isAuthorized=no

[article] Lattice shear reinforcement for enhancement of slab-column connections [texte imprimé] / Hong-Gun Park, Auteur ; You-Ni Kim, Auteur ; Jin-Gyu Song, Auteur . - 2012 . - pp. 425-437.
Génie Civil
Langues : Anglais (eng)
in Journal of structural engineering > Vol. 138 N° 3 (Mars 2012) . - pp. 425-437

Mots-clés :	Slab-column connection Lattice Shear reinforcement Ductility Earthquake design Stirrups Studrail
Résumé :	An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear reinforcement. For comparison, eight specimens reinforced with existing shear reinforcement methods (studrails, shear bands, stirrups, and no shear reinforcement) were also tested. All shear reinforcement methods were designed to enhance the unbalanced moment-carrying capacity of the slab-column connections. The test results showed that in the enhancement of the unbalanced moment-carrying capacity of slab-column connections, lattice shear reinforcement was better than the other shear reinforcement methods. Lattice shear reinforcement increased the unbalanced moment-carrying capacity of the slab-column connections by more than 1.8 times that of the specimens without shear reinforcement. All shear reinforcement methods significantly improved the deformation capacity of the slab-column connections.
DEWEY :	624.17
ISSN :	0733-9445
En ligne :	http://ascelibrary.org/sto/resource/1/jsendh/v138/i3/p425_s1?isAuthorized=no