1. Afefy, H. M., & El-Tony, E. T. M. (2016). Simplified design procedure for reinforced concrete columns based on equivalent column concept. International Journal of Concrete Structures and Materials, 10(3), 393–406.
2. Bathe, K. J., & Ramaswamg, S. (1979). On three-dimensional nonlinear analysis of concrete structures. Nuclear Engineering and Design, 52(3), 843–855.
3. Elmorsi, M., Kianoush, M. R., & Tso, W. K. (1998). Nonlinear analysis of cyclically loaded reinforced concrete structures. ACI Struct, 95(6), 725–739.
4. Esmaeily, A., Shirmohammadi, F. (2014). Performance and capacity assessment of reinforced concrete bridge piers considering the current load and resistance factor design provisions and plastic hinge length in Kansas. No. K-TRAN: KSU-11-5.
5. Filippou, F. C., Povov, E. P., Bertero, V. V. (1983). Effects of bond deterioration on hysteretic behavior of reinforced concrete joints.EERC Report No.UCB/EERC-83/19, Earthquake Engineering Research Center, University of California, Berkeley.