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Ministry of Land, Transport & Maritime Affairs (2010) Roadway Bridge Design Code, Ch.6: Earthquake Resistant Design pp.6-1-6-41, Appendix I1-I8.
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Park, C.K., Lee, D.H., Lee, B.K., Chung, Y.S. (2005) Aseismatic Performance Analysis of Circular RC Bridge Piers II. Suggestion for Transverse Steel Ratio, Journal of the Korea Concrete Institute, 17(5), pp.775-784.
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Sun, C.H., Kim, I.H. (2009) Seismic Characteristics of Hollow Rectangular Sectional Piers with Reduced Lateral Reinforcements, Journal of the Earthquake Engineering Society of Korea, 13(3), pp.51-65.
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Lee, S.J. (1999) RC Ghost - PM Diagram.
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Midas IT (2004) Midas/Civil User Manual, Ver. 6.3.0 (Release no. 1), Midas IT Co. Ltd..
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AASHTO (2004) AASHTO LRFD Bridge Design Specifications, SI Units Third Edition.
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Chung, Y.S., Song, H.J., Lee, D.H. (2003) Safety Evaluation and Retrofit of Flexure-Shear RC Bridge Piers with Lap Spliced Longitudinal Steels, Journal of the Korean Society of Civil Engineers, 23(6-A), pp.1155-1163.
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Kim, T.H., Park, H.Y., Kim, B.S., Shin, H.M. (2003) Seismic Performance Evaluation of Reinforced Concrete Bridge Piers with Lap Splices, Journal of the Earthquake Engineering Society of Korea, 7(3), pp.31-38.
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Kook, S.K. (2009) Seismic Design of Bridges in Moderate Seismic Region and Response Modification Factors, Journal of the Computational Structural Engineering Institute of Korea, 22(1), pp.65-72.
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Kook, S.K., Kim, P.B. (2002) Development of Earthquake Resistant Analysis Models for Typical Roadway Bridges, Journal of the Earthquake Engineering Society of Korea, 6(4), pp.1-6.
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Lee, J.H., Ko, S.H., Choi, J.H. (2005) Re-evaluated Overstrength Factor for Capacity Design of Reinforced Concrete Bridge Column, Earthquake Engineering Research Center, 2004 Annual Report.
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Lee, J.H., Son, H.S., Ko, S.H., Choi, J.H. (2002) Ductility Demand based Seismic Design for RC Bridge Columns, 2002 Proceeding of the EESK Workshop, pp.316-321.
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