[1] Aalami, B., 1994. Unbonded and Bonded Post-Tensioning Systems in Building Construction: A Design and Performance Review.: Post-Tensioning Institute.
[2] Trongtham, N. and N.M. Hawkins,1977. Moment transfer to columns in unbonded post-tensioned prestressed concrete slabs.: Department of Civil Engineering, University of Washington.
[3] Sunidja, H., D.A. Foutch, and W. Gamble, 1982., Response of prestressed concrete plate-edge column connections. Engineering, Materials Science
[4] Martinez-Cruzado, J.A., 1993. Experimental study of post-tensioned flat plate exterior slab-column connections subjected to gravity and biaxial loading., University of California, Berkeley.
[5] Warnitchai, P., 2004. Seismic performance of post–tensioned interior flat slab–column connections. in Proceedings of Third International Symposium on New Technologies for Urban Safety of Mega Cities in Asia.. Citeseer.
[6] Han, S.W., 2006., Hysteretic behavior of exterior post-tensioned flat plate connections. Engineering Structures, 28(14): p. 1983-1996.
[7] Kang, T. and Y. Huang, 2012. Nonlinear finite element analyses of unbonded post-tensioned slab-column connections. PTI Journal, 8(1): p. 4-19.
[8] Janghorban, F., A. Hoseini, and W.L. Gamble, 2020. Effects of Tendon Arrangements on Two-Way Unbonded Post-Tensioned Slab-Edge Column Connections. ACI Structural Journal, 117(2): p. 33-44.
[9] Behrouz, A., & Shafaei, J. 2023. Parametric study of the behavior of exterior post tensioned slab column connections under lateral loading.Concrete research Quarterly Journal c، 15(4), 21–32
[10] Nezami,S. A.,Shafaei,J. (2024). Analytical Modeling of Rehabilitated Beam-Column Connections with Non-Seismic Details Using Joint Enlargement and Post-Tensioned. Journal of Civil and Environmental Engineering University of Tabriz .Volume 54 (2025), Issue 4, 37-53
[11]Popov, E.P., 1992., Behavior of interior narrow and wide beams. Structural Journal, 89(6): p. 607-616.
[12] Gentry, T.R. and J.K. Wight, 1994. Wide beam-column connections under earthquake-type loading. Earthquake Spectra, 10(4): p. 675-703.
[13] LaFave, J.M., 1997. Behavior of reinforced concrete exterior wide beam-column-slab connections subjected to lateral earthquake loading.: University of Michigan.
[14] Li, B. and S.A. Kulkarni, 2010. Seismic behavior of reinforced concrete exterior wide beam-column joints. Journal of structural engineering, 136(1): p. 26-36.
[15] Fadwa, I., 2014., Reinforced concrete wide and conventional beam–column connections subjected to lateral load. Engineering Structures, 76: p. 34-48.
[16] Luk, S. and J.S. Kuang, 2017. Seismic performance and force transfer of wide beam–column joints in concrete buildings. Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, 170(2): p. 71-88.
[17] Behnam, H., J. Kuang, and B. Samali, 2018. Parametric finite element analysis of RC wide beam-column connections. Computers & Structures, 201:205.8p. 28-44.
[18] Pakzad, A. and M. Khanmohammadi, 2020. Experimental cyclic behavior of code-conforming exterior wide beam-column connections. Engineering Structures, 214: p. 110613.
[19] Kmiecik, P. and M. Kamiński, 2011. Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration. Archives of civil and mechanical engineering, 11(3): p. 623-636
[20] Thorenfeldt, E., 1987. Mechanical properties of high-strength concrete and applications in design. in Symposium Proceedings, Utilization of High-Strength Concrete, Norway.
[21] Wang, T. and T.T. Hsu, 2001. Nonlinear finite element analysis of concrete structures using new constitutive models. Computers & structures, 79(32):p. 2781-2791.
[22] Devalapura, R.K. and M.K. Tadros, 1992. Stress-strain modeling of 270 ksi low-relaxation prestressing strands. PCI Journal,. 37(2): p. 100-106.
[23] Huang, Y. 2012, Finite element method for post-tensioned prestressed concrete structures.: The University of Oklahoma.
[24] Pan, A. and J.P. Moehle, 1989. Lateral displacement ductility of reinforced concrete flat plates. Structural Journal, 86(3): p. 250-258.
[25] Paulay, T. and M.N. Priestley, 1992. Seismic design of reinforced concrete and masonry buildings.