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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

Slab-Column Connections Under Seismic Actions

SP-232: Punching Shear in Reinforced Concrete Slabs, 2005
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Numerical Modelling of Concrete Slab-Column Connections

Civil-Comp Proceedings, 2009
T. O'Flaherty, R.Y. Xiao
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Punching shear strength of interior concrete slab–column connections reinforced with steel fibers

Cement and Concrete Composites, 2007
Mahmoud Reda Taha, Hong-Gun Park
exaly  

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