1.Kim, K. D., Sim, J. I., Yang, K. H., and Chung, H. S.,  “Flexural Behavior of Reinforced Concrete Columns with Wire Ropes as Lateral Spiral Reinforcement,” Journal of the Architectural Institute of Korea, Vol. 24, No. 12, 2008, pp. 83-90.

2.Sim J. S. and Kim G. S., “Application of FRP in Construction,” Magazine of the Korea Concrete Institute, Vol. 12, No. 6, 2000, pp. 37-43.

3.Chang, C. H., Kwon, M. H., Kim, J. S. and Joo, C. H. “Numerical Study for Seismic Strengthening of RC columns Using Fiber Reinforced Plastic Composite,” Journal of the Korea Institute for Structural Maintenance Inspection, Vol.16, No.3, 2012, pp.117-127. (doi:http:// dx.doi.org/10.11112/jksmi.2012.16.3.117)

4.Mander, J., Priestley, M. and Park, R., “Theoretical Stress Strain Model for Confined Concrete,” Journal of the Structural Division, ASCE, Vol. 114, No. 8, 1988, pp. 1804-1826. (doi: http://dx.doi.org/10.1061/(ASCE)0733- 9445(1988) 114:8(1804))

5.Katsumata, H., Kobatake, Y., and Takeda, T., “A Study on Strengthening with Carbon Fiber for Earthquake-Resistant Capacity of existing Reinforced Concrete Columns,” NWCEE, Vol. 7, 1988, pp. 517-522.

6.Priestley, M., Verma, R., and Xiao, Y., “Seismic Shear Strength of Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, Vol. 120, No. 8, 1994a, pp. 2310-2329. (doi: http://dx.doi.org/10.1061/(ASCE)0733- 9445(1994)120:8(2310))

7.Frangou, M., Pilakoutas, K., and Dritsos, S., “Structural Repair/Strengthening of RC Columns,” Construction and Building Materials, Vol. 9, No. 5, 1995, pp. 259-266. (doi: http://dx.doi.org/10.1016/0950-0618(95)00013-6)

8.Ye, L. P., Zhang, K., Zhao, S. H., and Feng, P.,  “Experimental Study on Seismic Strengthening of RC Columns with Wrapped CFRP Sheets,” Construction and Building Materials, Vol. 17, No. 6/7, 2003, pp. 499-506. (doi: http://dx.doi.org/10.1016/S0950-0618(03)00047-3)

9.Dhakal, R. P. and Meakawa, K., “Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members,” Journal of Structure Engineering, ASCE, Vol. 128, No. 10, 2002, pp. 1253-1262. (doi: http://dx.doi.org/ 10.1061/(ASCE)0733-9445(2002)128:10(1253))

10.ACI Committee 437, Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria (ACI 437.1R-07), American Concrete Institute, USA, 2012.

11.ABAQUS, Dassault Systems Simulia Corp., Abaqus Analysis User’s Manual. Version 6.10, 2011.

12.Kwon, M. H., Shing. P. B., Mallare. C., and Restrepo, J., “Seismic Resistance of RC Bent Caps in Elevated Mass Transit Structures,” Earthquake Spectra, Vol. 27, No.1, 2011, pp.67-88. (doi: http://dx.doi.org/10.1193/1.3533471)

13.Kim, J. S., Kwon, M. H., Jung, W. Y., and Kim, K. H., “The Analytical Study on Seismic Performance Evaluation for Reinforcd Columns of Underground Tunnel,” Journal of the Korean Society of Hazard Mitigation, Vol. 12, No. 4, 2012, pp. 9-15. (doi: http://dx.doi.org/10.9798/KOSHAM. 2012.12.4.009)

14.Lubliner, J., Oliver, J., Oller, S., and Onate, E., “A Plastic-Damage Model for Concrete,” International Journal of Solid and Structures, Vol. 25, No. 3, 1989, pp. 299-326. (doi: http://dx.doi.org/ 10.1016/0020-7683(89)90050-4)

15.Lee, J. and Fenvas, G. L., “Plastic-Damage Model For Cyclic Loading of Concrete Structure,” Journal of Engineering Mechanics, ASCE, Vol. 124, No. 8, 1998, pp. 892-900. (doi: http://dx.doi.org/10.1061/(ASCE)0733-9399(1998) 124:8(892))