[1]. Afshin H, Shirazi MRN, Abedi K. (2019). Experimental and numerical study about seismic retrofitting of corrosion-damaged reinforced concrete columns of bridge using combination of FRP wrapping and steel profiles. Steel and Composite Structures, 30:231-251.
[2]. Belal MF, Mohamed HM, Morad SA. (2015). Behavior of reinforced concrete columns strengthened by steel jacket. HBRC Journal, 11:201-212.
[3]. Chastre C, Silva MA. (2010). Monotonic axial behavior and modelling of RC circular columns confined with CFRP. Engineering Structures, 32:2268-2277.
[4]. Daemi A, Khaloo A. (2016). A Finite Element Study on Seismic Behavior of Various Concrete Column Retrofitting Methods. Journal of Concrete Structures and Materials, 1:5-22. doi:10.30478/jcsm.2016.47141.
[5]. Del Zoppo M, Di Ludovico M, Balsamo A, Prota A, Manfredi G. (2017). FRP for seismic strengthening of shear controlled RC columns: Experience from earthquakes and experimental analysis. Composites Part B: Engineering, 129:47-57.
[6]. Ezz-Eldeen H. (2016). Steel jacketing technique used in strengthening reinforced concrete rectangular columns under eccentricity for practical design applications. International Journal of Engineering Trends and Technology (IJETT), 35
[7]. Garzón-Roca J, Adam JM, Calderón PA, Valente IB. (2012). Finite element modelling of steel-caged RC columns subjected to axial force and bending moment. Engineering Structures, 40:168-186.
[8]. Habibpour M, Farhang F. (2015). Strengthening Of RC Columns Using Multi Directional FRP Composites. Journal of concrete research, 8:101-115.
[9]. Katsumata H, Kobatake Y. (1996). Seismic Retrofit with carbon fibers for reinforced concrete columns. Strain, 12:4.
[10]. Li J, Gong J, Wang L. (2009). Seismic behavior of corrosion-damaged reinforced concrete columns strengthened using combined carbon fiber-reinforced polymer and steel jacket. Construction and Building Materials, 23:2653-2663.
[11]. Obaidat YT. (2011). Structural Retrofitting of Concrete Beams Using FRP. Doctoral thesis, Lund University, Lund, Sweden
[12]. Paultre P, Boucher-Trudeau M, Eid R, Roy N. (2016). Behavior of Circular Reinforced-Concrete Columns Confined with Carbon Fiber–Reinforced Polymers under Cyclic Flexure and Constant Axial Load. Journal of Composites for Construction, 20:04015065.
[13]. Salman HM, Al-Sherrawi MH. (2018). Finite Element Modeling of a Reinforced Concrete Column Strengthened with Steel Jacket. Civil Engineering Journal, 4:916-925.
[14]. Sung YC, Liu KY, Su CK, Tsai IC, Chang KC. (2005). A study on pushover analyses of reinforced concrete columns. Structural Engineering and Mechanics, 21:35-52.
[15]. Tarabia A, Albakry H. (2014). Strengthening of RC columns by steel angles and strips. Alexandria Engineering Journal, 53:615-626.
[16]. Wang D, Huang L, Yu T, Wang Z. (2017). Seismic performance of CFRP-retrofitted large-scale square RC columns with high axial compression ratios. Journal of Composites for Construction, 21:04017031.
[17]. Wang D, Wang Z, Yu T, Li H. (2018). Seismic performance of CFRP-retrofitted large-scale rectangular RC columns under lateral loading in different directions. Composite Structures, 192:475-488.
[18]. Wang J, Yang J, Cheng L. (2019). Experimental study of seismic behavior of high-strength RC columns strengthened with CFRP subjected to cyclic loading. Journal of Structural Engineering, 145:04018240.
[19]. Yang J, Wang J. (2018). Seismic performance of shear-controlled CFRP-strengthened high-strength concrete square columns under simulated seismic load. Journal of Composites for Construction, 22:04018061.
[20]. Zeng J, Lin G, Teng J, Li L. (2018). Behavior of large-scale FRP-confined rectangular RC columns under axial compression. Engineering structures, 174:629-645.