The response of slab-column connections after a punching shear failure is investigated. An analytical model for predicting the post-punching shear response of slab-column connections is presented that accounts for the individual contributions of each layer of top reinforcement and each layer of the structural integrity reinforce¬ment.
Habibi, F., Cook, W., Mitchell, D. Predicting Post-Punching Shear Response of Slab-Column Connections,
American concrete institute, 2014, с.123-134.
Habibi, F., Cook, W., Mitchell, D. .
Predicting Post-Punching Shear Response of Slab-Column Connections.
: American concrete institute, 2014, с.123-134.
Habibi, F., Cook, W., Mitchell, D. (2014)
Predicting Post-Punching Shear Response of Slab-Column Connections,
: American concrete institute, с.123-134
Habibi, F.,
Cook, W., &
Mitchell, D.
(2014).
Predicting Post-Punching Shear Response of Slab-Column Connections. ACI Structural journal. American concrete institute 111 (1), с.123-134.
