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Lattice Shear Reinforcement for Slab-Column Connections

DC Field Value Language
dc.contributor.authorPark, Hong-gun-
dc.contributor.authorAhn, Kyung-soo-
dc.contributor.authorChoi, Kyoung-kyu-
dc.contributor.authorChung, Lan-
dc.date.accessioned2009-08-20T04:02:43Z-
dc.date.available2009-08-20T04:02:43Z-
dc.date.issued2007-05-
dc.identifier.citationACI Structural Journal, V. 104, No. 3, May. 2007, pp.294-303en
dc.identifier.issn0889-3241-
dc.identifier.urihttp://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?ID=18619-
dc.identifier.urihttps://hdl.handle.net/10371/7296-
dc.description.abstractA slab-column connection is susceptible to brittle punching shear
failure, which may result in the necessity of shear reinforcement. In
the present study, a new type of shear reinforcement using lattice
bars was developed. To study the structural performance of the
lattice shear reinforcement, direct punching shear tests for four
specimens with the lattice shear reinforcement and four specimens
without the lattice shear reinforcement were performed. The test
results showed that the punching shear strength and deformation
capacity of the specimens with the lattice shear reinforcement were
improved up to 1.4 and 9.2 times those of the specimens without
the lattice shear reinforcement, respectively. Based on the test
results, a method for estimating the shear strengths of slab-column
connections with the lattice shear reinforcement was developed.
en
dc.description.sponsorshipThe research presented herein was carried out with the financial support
of Dongbu Corporation Jeil Technos Corporation, and The Ministry of
Construction & Transportation of Korea (04R&D C02-02).
en
dc.language.isoen-
dc.publisherAmerican Concrete Institute (ACI)en
dc.subjectcolumnen
dc.subjectductilityen
dc.subjectpunching shearen
dc.subjectshear reinforcementen
dc.subjectslaben
dc.titleLattice Shear Reinforcement for Slab-Column Connectionsen
dc.typeArticleen
dc.contributor.AlternativeAuthor박홍근-
dc.contributor.AlternativeAuthor안경수-
dc.contributor.AlternativeAuthor최경규-
dc.contributor.AlternativeAuthor정란-
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