[1] Dritsos SE. Seismic strengthening of columns by adding new concrete. Bull New Zeal Soc Earthq Eng 2007;40:49–68. https://doi.org/10.5459/bnzsee.40.2.49-68.
[2] Onyelowe KC, Jayabalan J, Ebid AM, Samui P, Singh RP, Soleymani A, et al. Evaluation of the Compressive Strength of CFRP-Wrapped Circular Concrete Columns Using Artificial Intelligence Techniques. Designs 2022;6:112. https://doi.org/10.3390/designs6060112.
[3] Opabola EA, Elwood KJ, Liel AB. Evaluation of seismic performance of as-built and retrofitted reinforced concrete frame structures with LAP splice deficiencies. Earthq Eng Struct Dyn 2021;50:3138–59. https://doi.org/10.1002/eqe.3503.
[4] Isleem HF, Tayeh BA, Alaloul WS, Musarat MA, Raza A. Artificial Neural Network (ANN) and Finite Element (FEM) Models for GFRP-Reinforced Concrete Columns under Axial Compression. Materials (Basel) 2021;14:7172. https://doi.org/10.3390/ma14237172.
[5] Jahangir H, Nikkhah Z, Rezazadeh Eidgahee D, Esfahani MR. Performance Based Review and Fine-Tuning of TRM-Concrete Bond Strength Existing Models. J Soft Comput Civ Eng 2023;7:43–55. https://doi.org/10.22115/scce.2022.349483.1476.
[6] Naseri Nasab M, Jahangir H, Hasani H, Majidi MH, Khorashadizadeh S. Estimating the punching shear capacities of concrete slabs reinforced by steel and FRP rebars with ANN-Based GUI toolbox. Structures 2023;50:1204–21. https://doi.org/10.1016/J.ISTRUC.2023.02.072.
[7] Xu T, Liu J, Wang X, Guo Y, Chen YF. Behaviour of short CFRP-steel composite tubed reinforced normal and high strength concrete columns under eccentric compression. Eng Struct 2020;205:110096. https://doi.org/10.1016/J.ENGSTRUCT.2019.110096.
[8] Al-Mekhlafi GM, Al-Osta MA, Sharif AM. Behavior of eccentrically loaded concrete-filled stainless steel tubular stub columns confined by CFRP composites. Eng Struct 2020;205:110113. https://doi.org/10.1016/J.ENGSTRUCT.2019.110113.
[9] Ersoy U, Tankut AT, Suleiman R. Behaviour of Jacketed Columns. ACI Struct J 1993;90:288–93.
[10] Fukuyama K, Higashibata Y, Miyauchi Y. Studies on repair and strengthening methods of damaged reinforced concrete columns. Cem Concr Compos 2000;22:81–8. https://doi.org/10.1016/S0958-9465(99)00044-X.
[11] Rodriguez M, Park R. Repair and Strengthening of Reinforced Concrete Buildings for Seismic Resistance. Earthq Spectra, EERI 1991;7:439–59.
[12] Hakuto S. Retrofitting of Reinforced Concrete Moment Resisting Frames. University of Canterbury, New Zealand, 1995.
[13] Bett BJ, Klinger RE, Jirsa JO. Lateral Load Response of Strengthened and Repair Reinforced Concrete Columns. ACI Struct J 1988;85:499–508.
[14] Júlio ENBS, Branco FAB, Silva VD. Reinforced concrete jacketing - Interface influence on cyclic loading response. ACI Struct J 2005;102:252–7. https://doi.org/10.14359/19861.
[15] Júlio ES, Branco F, Silva VD. Structural rehabilitation of columns with reinforced concrete jacketing. Prog Struct Eng Mater 2003;5:29–37. https://doi.org/10.1002/pse.140.
[16] Sezen H, Miller EA. Experimental Evaluation of Axial Behavior of Strengthened Circular Reinforced-Concrete Columns. J Bridg Eng 2011;16:238–47. https://doi.org/10.1061/(asce)be.1943-5592.0000143.
[17] Achillopoulou D V., Tasiopoulos TPK, Karabinis AI. Study of the behavior of RC columns strengthened with RC jackets containing dowels and different confinement ratios. ECCOMAS Themat Conf - COMPDYN 2013 4th Int Conf Comput Methods Struct Dyn Earthq Eng Proc - An IACM Spec Interes Conf 2013:4018–28. https://doi.org/10.7712/120113.4792.c1394.
[18] Achillopoulou D, Pardalakis T, Karabinis A. Interface Capacity of Repaired Concrete Columns Strengthened with RC Jackets. Trans VŠB – Tech Univ Ostrava, Civ Eng Ser 2014;14:129–45. https://doi.org/10.2478/tvsb-2014-0014.
[19] Tayeh BA, Naja MA, Shihada S, Arafa M. Repairing and strengthening of damaged RC columns using thin concrete jacketing. Adv Civ Eng 2019;2019. https://doi.org/10.1155/2019/2987412.
[20] Anand P, Sinha AK. Effect of reinforced concrete jacketing on axial load capacity of reinforced concrete column. Civ Eng J 2020;6:1266–72. https://doi.org/10.28991/cej-2020-03091546.
[21] Mazzoni S, McKenna F, Scott MH, Fenves GL. Open system for earthquake engineering simulation user command-language manual. Pacific Earthq Eng Res Center, Univ California, Berkeley, CA, USA 2009.
[22] Zaiter A, Lau TL. Review on Strengthening Reinforced Concrete Columns Using Reinforced Concrete Jackets. IOP Conf Ser Earth Environ Sci 2020;614. https://doi.org/10.1088/1755-1315/614/1/012063.
[23] Caglar N, Sichko A, Sezen H, Bicici E, Demir A, Farah AF. Interface slip model for reinforced concrete columns strengthened with concrete jacketing. Rev La Constr 2020;19:180–9. https://doi.org/10.7764/RDLC.19.2.180.
[24] Bousias SN, Biskinis D, Fardis MN, Spathis A-L. Strength, Stiffness, and Cyclic Deformation Capacity of Concrete Jacketed Members. ACI Struct J 2007;104:521–31. https://doi.org/10.14359/18854.
[25] Júlio ENBS, Branco FAB. Reinforced concrete jacketing - Interface influence on cyclic loading response. ACI Struct J 2008;105:471–7. https://doi.org/10.14359/19861.
[26] Vandoros KG, Dritsos SE. Concrete jacket construction detail effectiveness when strengthening RC columns. Constr Build Mater 2008;22:264–76. https://doi.org/10.1016/j.conbuildmat.2006.08.019.
[27] Steel01 Material - OpenSeesWiki n.d.
[28] Concrete01 Material -- Zero Tensile Strength - OpenSeesWiki n.d.
[29] Sung YC, Liu KY, Su CK, Tsai IC, Chang KC. A study on pushover analyses of reinforced concrete columns. Struct Eng Mech 2005;21:35–52. https://doi.org/10.12989/sem.2005.21.1.035.
[30] Bousias S, Spathis A-L, Fardis MN. SEISMIC RETROFITTING OF COLUMNS WITH LAP-SPLICES VIA RC JACKETS. 13th World Conf. Earthq. Eng., Vancouver, B.C., Canada: 2004.