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References

1 
Baker A. L. L., Amerakone A. M. N., 1964, Inelastic Hyperstatic Grame Analysis, Proceedings of the International Symposium of Flexural Mechanics of Reinforced Concrete. ASCE-ACI, pp. 85-142Google Search
2 
Calderone A. J., Lehman D. E., Moehle J. P., 2000, Behavior of Reinforced Concrete Bridge Columns Having Varying Aspect Ratios and Varying Lengths of Confinement, Pacific Earthquake Engineering Research Center Report 2000/08, University of California, Berkeley, CA.Google Search
3 
Chung Y. S., Park C. K., Lee E. H., 2003, Displacement Ductility Evaluation of Earthquake Experienced RC Bridge Piers with 2.5 Aspect Ratio, Journal of The Earthquake Engineering Society of Korea, Vol. 7, No. 3, pp. 79-88Google Search
4 
Corley W. G., 1966, Rotational Capacity of Reinforced Concrete Beams, Journal of the Structural Division, Vol. 92, No. 5, pp. 121-146DOI
5 
Dutta A., Mander J. B., 2001, Energy based Methodology for Ductility Design of Concrete Columns, Journal of Structural Engineering, Vol. 127, No. 12, pp. 1374-1381DOI
6 
Ghee A. B., Priestley M. J. N., Paulay T., 1989, Seismic Shear Strength of Circular Reinforced Concrete Columns, ACI Structural Journal, Vol. 86, No. 1, pp. 45-59Google Search
7 
KCI , 2017, KCI Model Code 2017. Seoul, Korea; Kimoondang Publishing Company, Korea Concrete Institute (KCI), pp. 431-433Google Search
8 
Kim T. H., Kim W. H., Shin H. M., 2002, Inelastic Behavior and Ductility Capacity of Reinforced Concrete Frame Subjected In Cyclic Lateral Load, Journal of the Korea Concrete Institute, Vol. 14, No. 4, pp. 467-473DOI
9 
Ko S. H., 2018, The Strain of Transverse Steel and Concrete Shear Resistance Degradation after Yielding of Reinforced Concrete Circular Pier, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 22, No. 1, pp. 147-157DOI
10 
Ko S. H., Lee J. H., 2010, Low Cycle Fatigue Model for Longitudinal Reinforcement, Journal of the Korea Concrete Institute, Vol. 22, No. 2, pp. 273-282DOI
11 
Kowalsky M. J., Priestley M. J. N., Seible F., 1999, Shear and Flexural Behavior of Lightweight Concrete Bridge Columns in Seismic Regions, ACI Structural Journal, Vol. 96, No. 1, pp. 136-148Google Search
12 
Kunnath S. K., El-Bahy A., Taylor A., Stone W., 1997, Cumulative Seismic Damage of Reinforced Concrete Bridge Piers, Technical Report NCEER-97-0006, State University of New York at BuffaloGoogle Search
13 
Lee J. H., Ko S. H., 2010, Low Cycle Fatigue Behavior of Longitudinal Reinforcement, Journal of the Korea Concrete Institute, Vol. 22, No. 2, pp. 263-271DOI
14 
Lee J. H., Bae S. Y., Yun S. K., 2001, Seismic Performance Test of Spirally Reinforced Bridge Columns, KSCE Journal of Civil Engineering 21(1-A), pp. 109-121Google Search
15 
Mander J. B., Priestley M. J. N., Park R., 1988, Theoretical Stress-Strain Model for Confined Concrete, Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826DOI
16 
Priestley M. J. N., Seible F., Calvi G. M., 1996, Seismic Design Retrofit of Bridges, New York, NY; John Willey and Sons Inc., pp. 270-273Google Search
17 
Scott B. D., Park R., Priestley M. J. N., 1982, Stress-Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates, ACI Structural Journal, Vol. 79, No. 2, pp. 13-27Google Search