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Journal of the Korea Concrete Institute

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

References

1 
Ministry of Land, Infrastructure and Transport, (2019), Seismic Design Standard for Bridge (KDS 24 17 11), Seojong, Korea, MOLITGoogle Search
2 
Ministry of Land, Infrastructure and Transport, (2016), 1. Seismic Design Standard for Bridge (KDS 14 20 22), Seojong, Korea, MOLITGoogle Search
3 
Ghee, A. B., Priestley, M. J. N., Paulay, T. (1989), Seismic shear strength of Circular Reinforced Concrete Columns, ACI Structural Journal, 86(1), 45-59.Google Search
4 
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.Google Search
5 
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.DOI
6 
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.DOI
7 
Priestley, M. J. N., Seible, F., Calvi, G. M. (1996), Seismic Design Retrofit of Bridges John Willey and Sons, Inc.; New YorkGoogle Search
8 
Sim, J. I., Yang, K. H. (2010), Influence of Anchorage of T-Plate on the Seismic Performance of RC Columns Strengthened with Unbounded Wire Rope Units, Journal of Korea Institute for Structural Maintenance Inspection, 14(1), 133-140.DOI
9 
Youm, K. S., Lee, S. H., Lee, Y. H., Song, J. J., Hwang, Y. K. B (2009), Performance Evaluation of Scale-down Concrete Filled FRP Columns, journal of korea institute for structural maintenance inspection, 13(1), 135-144.Google Search