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Design Considerations for Slab-Column Connections in Seismic Zones

ACI Structural Journal, 1994
The 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 ...
openaire   +1 more source

Numerical Simulation on Dynamic Behavior of Slab–Column Connections Subjected to Blast Loads

Applied Sciences (Switzerland), 2021
Kwangmo Lim, Taek Hee Han, Joo-Ha Lee
exaly  

Numerical Modelling of Concrete Slab-Column Connections

Civil-Comp Proceedings, 2009
T. O'Flaherty, R.Y. Xiao
openaire   +1 more source

Punching Shear Strength of GFRP-RC Interior Slab–Column Connections Subjected to Moment Transfer

Journal of Composites for Construction, 2016
Ahmed Gouda   +2 more
exaly  

Performance of Shearbands in Concrete Slab-Column Connections

"SP-287: Recent Development in Reinforced Concrete Slab Analysis, Design, and Serviceability", 2012
openaire   +1 more source

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