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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, Huang Yong
exaly
Slab-Column Connections Under Seismic Actions
SP-232: Punching Shear in Reinforced Concrete Slabs, 2005openaire +1 more source
Numerical Modelling of Concrete Slab-Column Connections
Civil-Comp Proceedings, 2009T. 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, 2007Mahmoud Reda Taha, Hong-Gun Park
exaly
Internal slab-column connections under monotonic and cyclic imposed rotations
Engineering Structures, 2016Aurelio Muttoni
exaly

