Punching shear in reinforced concrete flat slabs with hole adjacent to the column and moment transfer

The structural behavior and the ultimate punching shear resistance of internal reinforced concrete flat slab-column connections, with one hole adjacent to the column, with or without flexural moment transfer of the slab to the column was investigated. Main variables were: the existence whether or no...

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Bibliographic Details
Main Authors: D. C. Oliveira, R. B. Gomes, G. S. Melo
Format: Article
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000300006&lng=en&tlng=en

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