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Journal of the Korea Concrete Institute

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

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  3. 2024-12 (Vol.28 No.6)
  4. 10.11112/jksmi.2024.28.6.181
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References

1 
Korea Construction Standards Center (2021), Korea Design Standards KDS 14 20 22, Seoul, Korea (in Korean).URL
2 
Korea Construction Standards Center (2021), Korea Design Standards KDS 14 20 66, Seoul, Korea (in Korean).URL
3 
Korea Construction Standards Center (2024), Korea Design Standards KDS 14 31 80, Seoul, Korea (in Korean).URL
4 
Won, J. P., Park, C. G., Jang, C. I., Lee, S. W., and Kim, W. Y. (2007), Bond Properties of High Strength Steel Rebar in High Strength Steel Fiber Reinforced Concrete, Journal of the Korea Concrete Institute, 19, no. 5, 631-637.DOI
5 
Choi, H. K., Bae, B. I., and Choi, C. S. (2014), Bond Characteristics and Splitting Bond Stress on Steel Fiber Reinforced Reactive Powder Concrete, Journal of the Korea Concrete Institute, 26(5), 651-660.DOI
6 
Lee, H. R., (2015), Bond Strength and Shear Strength of Shear Connectors in Encased H-Section Composite Columns, Master’s thesis, Chung-Ang University.URL
7 
Kim, S. H., and Park, M. R., (2017), An Experimental Study on the Bond Characteristic of GFRP Bars in PVA Fiber Reinforced Activated Hwangtoh Concrete, Journal of the Korea Institute for Structural Maintenance & Inspection, 21(1), 134-141.DOI
8 
Eom, T. S., Kim, J. W., and Yang, J. M., (2019), Axial Compression Behavior of Concrete-Encased Steel Angle Columns Using High-Strength Steel, Journal of Korean Society of Steel Construction, 31(6), 381-392.URL
9 
Jo, K. W., Park, H. G., Lee, H. J., and Choi, I. R., (2019), Shear Strength of Composite Beams with Steel Angle-Fabricated Truss, Journal of Korean Society of Steel Construction, 31(2), 129-140.URL
10 
Jeon, J. H., Lee, S. Y., and Kim, S. H.,(2022), Structural Behavior Evaluation of NRC Beam-Column Connections, Journal of the Korea Institute for Structural Maintenance & Inspection, 26(1), 73-80.URL