[1] El-Gendy, M. G., El-Salakawy, E. (2018a). Punching shear behavior of GFRP-RC slab-column edge connections. Special Publication, 322, 1-5.
[2] El-Gendy, M. G., El-Salakawy, E. F. (2018b). Lateral displacement deformability of GFRP-RC slab-column edge connections. Special Publication, 327, 1-52.
[3] El-Gendy, M., El-Salakawy, E. (2019). Effect of flexural reinforcement type and ratio on the punching behavior of RC slab-column edge connections subjected to reversed-cyclic lateral loads. Engineering Structures, 200, 1-11.
[4] El-Gendy, M. G., El-Salakawy, E. F. (2020). GFRP shear reinforcement for slab-column edge connections subjected to reversed cyclic lateral load. Journal of Composites for Construction, 24(2), 1-14.
[5] El-Gendy, M. G., and El-Salakawy, E. F. (2020). Assessment of punching shear design models for FRP-RC slab–column connections. Journal of Composites for Construction, 24(5), 1-15.
[6] Hassan, M., Ahmed, E. A., and Benmokrane, B. (2013). Punching shear strength of glass fiber-reinforced polymer reinforced concrete flat slabs. Canadian Journal of Civil Engineering, 40(10), 951-960.
[7] Dulude, C., Hassan, M., Ahmed, E. A., and Benmokrane, B. (2013). Punching shear behavior of flat slabs reinforced with glass fiber-reinforced polymer bars. ACI Structural Journal, 110(5), 723-734.
[8] American Concrete Institute. Committee 440. (2003). Guide for the Design and Construction of Concrete Reinforced with FRP Bars: ACI 440.1 R-03. American Concrete Institute.
[9] Ahmed, E. A., Benmokrane, B., and Sansfaçon, M. (2017). Case study: Design, construction, and performance of the La Chancelière parking garage’s concrete flat slabs reinforced with GFRP bars. Journal of Composites for Construction, 21(1), 1-15.
[10] Gouda, A., El-Salakawy, E. (2016). Punching shear strength of GFRP-RC interior slab–column connections subjected to moment transfer. Journal of Composites for Construction, 20(1), 1-12.
[11] Gouda, A., El-Salakawy, E. (2016). Punching shear strength of GFRP-RC interior slab–column connections subjected to moment transfer. Journal of Composites for Construction, 20(1), 1-11.
[12] Salama, A. E., Hassan, M., Benmokrane, B., and Ferrier, E. (2020). Modified strip model for punching-shear strength of FRP-reinforced concrete edge–column slab connections. Engineering Structures, 216, 1-13.
[13] Drakatos, I. S., Muttoni, A., Beyer, K. (2016). Internal slab-column connections under monotonic and cyclic imposed rotations. Engineering Structures, 123, 501-516.
[14] Milligan, G. J., Polak, M. A., Zurell, C. (2020). Finite element analysis of punching shear behaviour of concrete slabs supported on rectangular columns. Engineering Structures, 224, 1-13.
[15] ABAQUS, G. (2020). Dassault Systemes Simulia Corporation, Providence, RI, USA.
[16] American Concrete Institute, ACI Committee 440. (2015). Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars, 440R.1R, Farmington Hills, MI.
[17] Canadian Standards Association, CAN/CSA S806-12 (2017). Design and construction of building structures with fibre-reinforced polymers, Rexdale, ON, Canada.
[18] Japan Society of Civil Engineers, JSCE (1997). Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials. Concrete Engineering, A. Machida, ed., Tokyo, Japan.
[19] British Standards Institution, BSI (1997). Structural Use of Concrete, BS 8110: Part 1—Code of Practice for Design and Construction. London, UK.
[20] Nguyen-Minh, L., and Rovňák, M. (2013). Punching shear resistance of interior GFRP reinforced slab-column connections. Journal of Composites for Construction, 17(1), 2-13.
[21] Salama, A. E., Hassan, M., and Benmokrane, B. (2021). Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Edge Column-Slab Connections: Experimental and Analytical Investigations. ACI Structural Journal, 118(3), 147-160.
[22] Gołdyn, M., Urban, T. (2020). Effect of load level of corner columns on punching shear resistance of flat slabs. Budownictwo i Architektura, 19(3).
[23] Mander, J. B., Priestley, M. J., and Park, R. (1988). Theoretical stress-strain model for confined concrete. Journal of structural engineering, 114(8), 1804-1826.
[24] Genikomsou, A. S., Polak, M. A. (2015). Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engineering structures, 98, 38-48.
[25] Bompa, D. V., Elghazouli, A. Y. (2020). Nonlinear numerical simulation of punching shear behavior of reinforced concrete flat slabs with shear-heads. Frontiers of Structural and Civil Engineering, 14(2), 331-356.
[26] Abdulrahman, B. Q., Wu, Z., Cunningham, L. S. (2017). Experimental and numerical investigation into strengthening flat slabs at corner columns with externally bonded CFRP. Construction and Building Materials, 139, 132-147.
[27] Afifi, M. Z., Mohamed, H. M., Benmokrane, B. (2014). Strength and axial behavior of circular concrete columns reinforced with CFRP bars and spirals. Journal of Composites for Construction, 18(2), 1-10.
[28] El-Ghandour, A. W., Pilakoutas, K., Waldron, P. (2003). Punching shear behavior of fiber reinforced polymers reinforced concrete flat slabs: experimental study. Journal of Composites for Construction, 7(3), 258-265.
[29] El-Gendy, M. G., El-Salakawy, E. F. (2021). Finite-element analysis of FRP-reinforced concrete slab–column edge connections subjected to reversed-cyclic lateral loads. Journal of Composites for Construction, 25(1), 1-18.
[30] Drakatos, I. S., Muttoni, A., Beyer, K. (2018). Mechanical model for drift-induced punching of slab-column connections without transverse reinforcement. ACI Structural Journal, 115, 463-474.