Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
Cho, K. I., Cho, C. B., Kim, J. R., Kim, Y. J., Kim, B. S. (2002), Seismic Performance Evaluation of Shear-Flexure RC Piers through Comparative test of Real Scale and Reduced Scale Model, Proceedings of the Korea Concrete Institute Conference, Korea Concrete Institute, 849-854.Google Search
2 
Song, H. J., Chung, Y.S., Kim, Y. G., Kim, H., Kim, D. H. (2002), Seismic Performance of Flexural-Shear Circular Reinforced Concrete Bridge Piers, Proceedings of the Korea Concrete Institute Conference Korea Concrete Institute, 823-828.URL
3 
Kim, W. H., Shin, H. M., Kim, T. H. (2003), Seismic Performance Evaluation of Reinforced Concrete Bridge Columns under Varying Axial Force, Journal of the Earthquake Engineering Society of Korea, Earthquake Engineering Society of Korea, 67-73.Google Search
4 
Cho, C. B., Sin, H. J., Kwak, I. J., Chung, Y. S. (2012), Seismic Performance Analysis of RC Piers with Lap-spliced Reinforced Steel and Differentiated Aspect Ratios, Journal of the Earthquake Engineering Society of Korea, Earthquake Engineering Society of Korea, 41-53.DOI
5 
Lee, B. K., Lee, K. S., Jung, J. S., Kim, I. K., Jung, W. H. (2019), Seismic Performance Reduction of Controlled by Shear Considering Their Corrosion of Reinforcing Bars, Proceeding of Annual Conference of the Architectural Institute, Architectural Institute of Korea, 217-218.Google Search
6 
KDS 24 14 21, . (2019), Concrete Bridge Design Specification (Limit State Design), Korea, Ministry of Construction and Transportation, Korea, 110-111.Google Search
7 
KDS 14 20 52, . (2021), Standard Specifications For Concrete Structure, Ministry of Consrtuction and Transportation Korea, 27-33.Google Search
8 
Fajardo, G., Escadeillas, G., Arliguie, G. (2006), Electrochemical chloride extraction (ECE) from steel-reinforcement concrete specimens contaminated by “artificial“ sea-water, ELSEVIER, Corrosion science, 48, 110-125.DOI
9 
KDS 24 17 11, (2018), Korea Highway Bridge Design Specification (Limit State Design), Ministry of Consrtuction and Transportation Korea, 34-36.Google Search