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. American concrete institute, с.123-134.
Habibi F, Cook W, Mitchell D. Predicting Post-Punching Shear Response of Slab-Column Connections. American concrete institute; 2014. p. с.123-134.
