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1 
Aboutaha R. S., Engelhardt M. D., Jirsa J. O., Kreger M. E., 1996, Retrofit of Concrete Columns with Inadequate Lap Splices by the Use of Rectangular Steel Jackets, Earthquake Spectra, Vol. 12, No. 4, pp. 693-714DOI
2 
Bae S. J., Bayrak O., 2008, Plastic Hinge Length of Reinforced Concrete Columns, ACI Structural Journal, Vol. 105, No. 3, pp. 290-300Google Search
3 
Cho J. Y., Pincheira J. A., 2006, Inelastic Analysis of Reinforced Concrete Columns with Short Lap Splices Subjected to Reversed Cyclic Loads, ACI Structural Journal, Vol. 103, No. 2, pp. 280-290Google Search
4 
Choi S. W., 2015, Calculation of Plastic Hinge Length in RC Members Using a Parabola-Rectangular Stress-Strain Relationship, KCI 2015 Spring Conference. 13-15 May 2015. Gwangju, Korea; Korea Concrete Institute (KCI), Vol. 27, No. 1, pp. 191-192Google Search
5 
Choi S. W., Kim W., 2010, Evaluation of Plastic Capacity Based on Material Characteristics in Reinforced Concrete Flexural Members, Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 825-832DOI
6 
Darwin D., Zuo J., 2000, Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High- Strength Concrete, ACI Structural Journal, Vol. 97, No. 4, pp. 630-641Google Search
7 
Darwin D., Tholen M. L., Idun E. K., Zuo J., 1995, Splice Strength of High Relative Rib Area Reinforcing Bars, SL Report 95-3, university of kansas center for researchGoogle Search
8 
Hawkins N. M., Lin I., 1979, Bond Characteristics of Reinforcing Bars for Seismic Loadings, Proceedings, Third Canadian Conference on Earthquake Engineering 2, Montreal, Canada, June, pp. 1225-1234Google Search
9 
Hawkins N. M., Lin I., Ueda T., 1987, Anchorage of Reinforcing Bars for Seismic Forces, ACI Structural Journal, Vol. 84, No. 5, pp. 407-418Google Search
10 
Kim T. H., 2018, Seismic Performance Assessment of Hollow Reinforced Concrete Bridge Columns Using an Extended Damage Index, Journal of the Korea Concrete Institute, Vol. 30, No. 2, pp. 167-177DOI
11 
Kim T. H., Shin H. M., 2000, Analytical Study on Discontinuous Displacement in Reinforced Concrete Column- Footing Joint under Earthquake, Journal of the Korea Concrete Institute (In Korean), Vol. 12, No. 6Google Search
12 
Kim T. H., Hong H. K., Chung Y. S., Shin H. M., 2009, Seismic Performance Assessment of Reinforced Concrete Bridge Columns with Lap Splices Using Shaking Table Tests, Magazine of Concrete Research, Vol. 61, No. 9, pp. 705-719DOI
13 
Kim T. H., Kim B. S., Chung Y. S., Shin H. M., 2006, Seismic Performance Assessment of Reinforced Concrete Bridge Piers with Lap Splices, Engineering Structures, Vol. 28, No. 6, pp. 935-945DOI
14 
Kim T. H., Kim Y. J., Kang H. T., Shin H. M., 2007, Performance Assessment of Reinforced Concrete Bridge Columns Using a Damage Index, Canadian Journal of Civil Engineering, Vol. 34, No. 7, pp. 843-855DOI
15 
Kim T. H., Lee S. C., Shin H. M., 2001, Analytical Study on Fatigue Behavior of Reinforced Concrete Bridge Piers under Earthquake, Journal of the Korea Concrete Institute (In Korean), Vol. 13, No. 4, pp. 389-396Google Search
16 
Lee D. G., Park C. H., 1993, Plastic Hinge Model with Gravity Load Effects, Proceedings of the Korean Society of Civil Engineers(In Korean), pp. 33-37Google Search
17 
Lynn A. C., Moehle J. P., Mahin S. A., Holmes W. T., 1996, Seismic Evaluation of Existing Reinforced Concrete Building Columns, Earthquake Spectra, Vol. 12, No. 4, pp. 715-739DOI
18 
Mander J. B., Panthaki F. D., Kasalanati K., 1994, Low- Cycle Fatigue Behavior of Reinforcing Steel, Journal of Materials in Civil Engineering, Vol. 6, No. 4, pp. 453-468DOI
19 
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
20 
Melek M., Wallace J. W., 2004, Cyclic Behavior of Columns with Short Lap Splices, ACI Structural Journal, Vol. 101, No. 6, pp. 802-811Google Search
21 
Okamura H., Maekawa K., 1991, Nonlinear Analysis and Constitutive Models Reinforced Concrete, GibodangGoogle Search
22 
Park J. W., Woo J. H., Kim B. I., Lee J. Y., 2010, Plastic Hinge Length of Reinforced Concrete Columns with Low Height-to-Width Ratio, Journal of the Korea Concrete Institute(In Korean), Vol. 22, No. 5, pp. 675-684DOI
23 
Park R., 1988, Ductility Evaluation from Laboratory and Analytical Testing, Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Balkema, Rotterdam, Vol. 7, pp. 605-616Google Search
24 
Paulay T., 1982, Lapped Splices in Earthquake -Resisting Columns, ACI Structural Journal, Vol. 79, No. 6, pp. 458-469Google Search
25 
Sivakumar V. E., Gergely P., White R. N., 1982, Behavior and Design of R/C ‘Column-Type’ Lapped Splices under Inelastic Cyclic Loading, Report No. 82-11, Department of Structural Engineering, Cornell University, IthacaGoogle Search
26 
Song H. J., Rhee S. H., Kim D. J., 2018, Plastic Hinge Modeling Based on Lumped Plasticity Using a Generalized Finite Element Method, Journal of the Computational Structural Engineering Institute of Korea(In Korean), Vol. 31, No. 6, pp. 381-388DOI
27 
Taylor R. L., 2000, FEAP - A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2Google Search
28 
Tocci A. D., Gergely P., White R. N., 1981, The Behavior and Strength of Lapped Splices in R/C Beams Subjected to Cyclic Loading, Report No. 81-1, Department of Structural Engineering, Cornell University, IthacaGoogle Search