Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2021-12 (Vol.25 No.6)
  4. 10.11112/jksmi.2021.25.6.131
XML PDF INFO REF

References

1 
Park, I. J. (2017), History of Earthquakes in Korea and Future Prospects, Korean Fire Protection Association, 1(163)Google Search
2 
Jeon, Y. S., Park, E. H., Lee, D. K. (2017), 9.12 Earthquake Response Report, the Meteorological Administration of Korea, 11-1360000-001416-01.Google Search
3 
Chung, Y. S., Han, K. H., Lee, K. K., Lee, D. H. (1999), Quasi-Static Tests for Seismic Performance of Circular Hollow R.C. Bridge Piers, Journal of the Earthquake Engineering Society of Korea, 3(2), 41-54.Google Search
4 
Lee, H. S. (2001), Effect of hoot corrosion on axial compression behavior of reinforced concrete short columns, Proceedings of Korea institute for Structural Maintenance and inspection, 5(2), 317-320.Google Search
5 
Kim, T. H., Park, H. Y., Kim, B. S., Shin, H. M. (2003), Seismic Performance Evaluation of Reinforced Concrete Bridge Piers with Lap Splices, Journal of the Earthquake Engineering Society of Korea, 7(3), 31-38.Google Search
6 
Park, K. S., Joo, H. S., Shin, H. M., Kim, K. M. (2008), Displacement Ductility Ratio of Reinforced Concrete Bridge Piers with Lap-splices, Journal of the Earthquake Engineering Society of Korea, 12(6), 1-12.DOI
7 
Cho, C. B., Shin, H. J., Gwak, 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, 16(5), 41-53.DOI
8 
Ko, S. H. (2013), Seismic Performance and Flexural Over-strength of Circular RC Column, Journal of Korea institute for Structural Maintenance and Inspection, 17(5), 49-58.DOI
9 
Ko, S. H. (2020), Failure Behavior of Non-seismic RC Column with aspect ratio of 4.0, Journal of Korea institute for Structural Maintenance and Inspection, 24(6), 59-66.DOI
10 
Eo, S. H., Lee, C. H., Lee, S. J. (2014), Flexural Behavior of Reinforced Concrete Beams Considering Steel Corrosion, Journal of the Korea Academia-Industrial Cooperation Society, 15(5), 3251-3259.DOI
11 
Nam, S. U., Song, H. B., Yi, W. H., Tae, K. H., Kang, D. E., Yang, W. J. (2008), Behaviour of the Reinforced Concrete under Corrosion of the Reinforcement, Proceedings of Korea instute of registered Architects, 28(1), 251-254.Google Search
12 
Chung, L., Cho, S. H., Kim, J. H., Yi, S. T. (2004), Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars, ELSEVIER Engineering structure, 26, 1013-1026.DOI
13 
Ministry of Land, Infrastructure and Transport. (2021), Standard Specification for Concrete Structures, Korea Concrete Institue (KCI), KDS 14 20 52, 27-33.Google Search
14 
Korean Institue of Bridge and structural Engineers., , Korea Bridge Design & Engineer Research Center., (2015), Explanation of Korea Highway Bridge Design Specification (Limit State Design), Construction information company, 5-200., 8-66Google Search
15 
Fajardo, G., Escadeillas, G., Arliguie, G. (2004), Electrochemical chloride extraction(ECE) from steel-reinforcement concrete specimens contaminated by “artificial“ sea-water, ELSEVIER, Corrosion science, 48, 110-125.DOI
16 
Ministry of Land, , Transport and Maritime Affairs, (2011), Seismic Assessment and Retrofitting Guidelines for Bridges, Korea Infrastructure Safety and Technology Corporation, 43-53.Google Search