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References

1 
ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19). Farmington Hills, MI, American Concrete Institute (ACI)Google Search
2 
FEMA , 2000, Prestandard and Commentary for Seismic Rehabilitation of Buildings (FEMA 356). Washington, D.C., Federal Emergency Management Agency (FEMA). 500Google Search
3 
Han T. H., Kim J. H., Lim N. H., Kang Y. J., 2008, Seismic Performance of a Hollow Composite Column, International Journal of Steel Structures, Vol. 20, No. 2, pp. 215-226Google Search
4 
Hwang Y. H., Yang K. H., Sim J. I., Choi Y. S., 2019, Evaluation of Axial Compressive Performance of Section Enlargement Strengthening Columns with Supplementary V-Tie and V-Clips in the Jacket Section, Journal of the Korea Concrete Institute, Vol. 31, No. 5, pp. 429-436Google Search
5 
Kim J. S., Kwon M H., Seo H S., Lim J. H., Kim D. Y., 2013, An Experimental Study on Seismic Performance Evaluation of Retrofitted Column of FRP Seismic Reinforcement that Can be Emergency Construction, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 17, No. 6, pp. 21-30DOI
6 
Ko S. H., 2015, Seismic Performance of Octagonal Flared RC Columns Using Oblong Hoops, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 19, No. 6, pp. 1-9DOI
7 
Lee T. H., Kim S. H., Choi S. M., 2019, Lateral Cyclic Loading Experiment of Aramid FRP Reinforced Non-Seismic Detailed RC Column, Journal of the Korean Society for Advanced Composite Structures, Vol. 10, No. 6, pp. 34-42Google Search
8 
Moon E. C., Baek E. R., Lee S. H., 2018, Influence of Inter-Story Strength and Stiffness Ratios on the Seismic Performance of RC Pilotis Type Building, Journal of the Korea Concrete Institute, Vol. 30, No. 6, pp. 633-640Google Search
9 
Park R., Paulay T., 1975, Reinforced Concrete Structure, Wiley Interscience Publication, Vol. new jersey, No. USAGoogle Search
10 
Rodrigues H., Furtado A., Arede A., Vila-Pouca N., Varum H., 2018, Experimental Study of Repaired RC Columns Subjected to Uniaxial and Biaxial Horizontal Loading and Variable Axial Load with Longitudinal Reinforcement Welded Steel Bars Solution, Engineering Structures, Vol. 155, pp. 371-386DOI
11 
Son J. K., Lee C. H., Kim Y. C., 2019, Analysis of Load Transfer Mechanism in Low-Rise Pilotis Building due to Loss of Columns, Architectural Institute of Korea, Vol. 39, No. 2, pp. 657-657Google Search
12 
Yang K. H., Kim W. W., 2016, Axial Compression Performance of Reinforced Concrete Short Columns with Supplementary V-Shaped Ties, ACI Structural Journal, Vol. 113, No. 6, pp. 1347-1356DOI
13 
Yang K. H., Kwak M. K., Sim J. I., 2017, Flexural Behavior of Reinforced Concrete Columns with Supplementary V- Shaped Ties, ACI Structural Journal, Vol. 114, No. 5, pp. 1177-1188Google Search
14 
Yang Y., Sneed L. H., Adam M., Saiidi M. S., Belarbi A., 2015, Repair of RC Bridge Column with Interlocking Spirals and Fractured Longitudinal Bars - An Experimental Study, Construction and Building Materials, Vol. 78, pp. 405-420DOI
15 
Youm H. S., Hong S. G., Lim W. Y., 2019, Evaluation of Punching Shear Strength of Two-Way Slab-Column Connections Strengthened with Ultra-High Performance Fiber Reinforced Concrete, Journal of the Korea Concrete Institute, Vol. 31, No. 1, pp. 29-40Google Search