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Nada, H., Sanders, D., Saiidi, S. M. (2003), Seismic Performance of RC Bridge Frames with Architectural Flared Columns, Report No. CCEER 03-03, California Department of Transportation, Sacramento, USA, December, 27-73.
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Shu, J. W., Rhee, J. Y., Ko, S. H., Lee, J. H. (2004), A Study on the Core Confinement Method of Reinforced Concrete Piers, Journal of Korea Society of Civil Engineering, KSCE, 24(5A), 923-930 (in Korean).
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Ko, S. H. (2012), Seismic Performance of Square RC Column Confined with Spirals, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, 16(5), 88-97 (in Korean).
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Ko, S. H. (2013), Displacement Ductility of Circular RC Column according to the Spacing of Spirals, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, 17(2), 71-82 (in Korean).
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Ko, S. H. (2013), Seismic Performance and Flexural overstrength of Circular RC Column, Journal of Korea Institute for Structural Maintenance Inspection, KSMI, 17(5), 49-58 (in Korean).
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Lee, J. H., Ko, S. H. (2010), Low Cycle Fatigue Behavior for Longitudinal Reinforcement, Journal of the Korea Concrete Institute, 22(2), 263-271 (in Korean).
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Michael, P. B., and Marc, O. E. (2005), Practical Performance Model for Bar Buckling, Journal of structural engineering, ASCE, 131(7), 1060-1070.
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Ministry of land, transport and maritime affairs (2012), Korea Bridge Design Specifications (Limited state design), Korea (in Korean).
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CALTRANS (2002), Caltrans Seismic Design Criteria, Version 1.3, California Department of Transportation, Sacramento, USA, December, 2002.
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