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Design Considerations for Slab-Column Connections in Seismic Zones
ACI Structural Journal, 1994The transfer of shearing forces and moments between concrete flat slabs and columns can produce brittle punching failure. Slab-column connections must satisfy adequate strength against punching failure. In seismic zones, the connections are expected to undergo deformations into the inelastic range and, hence, it is necesary to design connections with ...
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Punching shear behavior of slab–column connections embedded with steel skeletons
Structures, 2021Bo Chen
exaly
Numerical Simulation on Dynamic Behavior of Slab–Column Connections Subjected to Blast Loads
Applied Sciences (Switzerland), 2021Kwangmo Lim, Taek Hee Han, Joo-Ha Lee
exaly
Numerical Modelling of Concrete Slab-Column Connections
Civil-Comp Proceedings, 2009T. O'Flaherty, R.Y. Xiao
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Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer
Journal of Composites for Construction, 2016Ahmed Gouda +2 more
exaly
Performance of Shearbands in Concrete Slab-Column Connections
"SP-287: Recent Development in Reinforced Concrete Slab Analysis, Design, and Serviceability", 2012openaire +1 more source

