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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
(2024), Yearbook of Road Bridge and Tunnel Statistics 2024Google Search
2 
3 
Jaradat, O. A., McLean, D. I., Marsh, M. L. (1998), Performance of Existing Bridge Columns under Cyclic Loading-Part 1: Experimental Results and Observed Behavior, ACI Structural Journal, 95(6), 695-704.DOI
4 
Chai, Y. H., Priestley, M. J. N., Seible, F. (1991), Seismic Retrofit Circular bridge Columns for Enhanced Flexural Performance, ACI Structural Journal, 88(5), 572-584.DOI
5 
Priestley, M. J. N., Seible, F., Calvi, G. M. (1996), Seismic Design and Retrofit of Bridges, 549-562.Google Search
6 
Chung, Y. S., Lee, D. Y., Ko, S. H., Lee, J. H. (2004), Seismic Performance Evaluation of Full-size Non-seismic Circular RC Bridge Piers with Longitudinal Steel Lap splice, Journal of the Korea Concrete Institute, 16(5), 697-707.DOI
7 
Park, C. K., Chung, Y. S., Ko, S. H., Lee, J. H. (2004), Seismic Perfonnance Evaluation of Full-Sized RC Bridge Piers with Lap-Spliced Longitudinal Steels according to Lateral Confinement, Journal of the Korea Concrete Institute, 16(5), 687-696.DOI
8 
Lee, J. H., Son, H. S., Ko, S. H. (2004), Seismic Performance of Circular RC Bridge Columns with Longitudinal Steel Connection Details, Journal of the Korea Concrete Institute, 16(2), 249-260.DOI
9 
Lee, S. G., Lee, S. H., Lee, H., Hong, K. J. (2021), Seismic-performance Flexural Experiments for Real Scale Piers with Circular Cross-section Considering Aging Effects, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(6), 131-142.Google Search
10 
Lee, S. H., Lee, S. G., Lee, H., Hong, K. J. (2021), Seismic-performance Experiments of Circular Shear Piers Considering Effects of Rebar Corrosion, Lap splice and Axial load, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(6), 143-153.Google Search
11 
Lee, J. H., Jang, D. Y., Kim, S. H. (2022), Evaluation of the Lap Splice Strengths of High Strength Headed Bars by Flexural Tests of RC Beams, Journal of the Korea Institute for Structural Maintenance and Inspection, 26(6), 247-256.Google Search
12 
Kim, S. H. (2015), Experimental Study on Effect of Confinement Details for Lap Splice of Headed Deformed Reinforcing Bars in Grade SD400 and SD500, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(1), 62-71.DOI