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Journal of the Korea Concrete Institute

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

References

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3 
Ko, S. H. (2017), Seismic Performance and Flexural Over-Strength of Hollow Circular RC Column with Longitudinal Steel Ratio 2.017%, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(1), 1-8. (In Korean).DOI
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Ko, S. H.(2013), Displacement Ductility of Circular RC Column according to the Spacing of Spirals, Journal of the Korea Institute for Structural Maintenance and Inspection 17(2), 71-82. (In Korean).DOI
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Cheon, J. H., Kim, K. M., Park, K. M., and Shin, H. M. (2017), Analytical Study on Seismic Performance Assessment Reinforced Concrete Shear Wall using High-Strength Reinforcing Bar, Journal of the Korea Institute for Structural Maintenance and Inspection 21(2), 138-145. (In Korean).URL
7 
Ko, S. H. (2018), The Strain of Transverse Steel and Concrete Shear Resistance Degradation after Yielding of Reinforced Concrete Circular Pier, Journal of the Korea Institute for Structural Maintenance and Inspection 22(1), 147-157. (In Korean).DOI
8 
Priestley, M J N., Verma, R., Xiao, Y.(1994), Seismic Shear Strength of Reinforced Concrete Columns. ASCE Journal of Structural Engineering, 120(8), 2310-2329.DOI
9 
Xiao, Y., Martirossyan, A. (1998), Seismic Performance of High-Strength Concrete Columns, ASCE Journal of Structural Engineering, 124(3), 241-251.DOI