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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. 2025-02 (Vol.29 No.1)
  4. 10.11112/jksmi.2025.29.1.52
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References

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Korea Construction Standards Center (2024), Korea Design Standards KDS 14 31 80, Seoul, Korea (in Korean).URL
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Kennedy, S. J. (1984), End Connection Effects on the Strength of Concrete Filled HSS Beam Columns, M.Sc. Thesis, Department of Civil Engineering, Edmonton, Alberta, Canada.URL
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Min, J., Jung, I. K., Shim, C. S., and Chung, Y. S. (2005), Experiments on the Composite Action of Steel Encased Composite Column, Journal of the Korea Concrete Institute, 17(3), 393-400 (in Korean).DOI
4 
Won, D. H., Han, T. H., Kim, S., Lee, J. H., and Kang, Y. J. (2013), Behavior Characteristics of Shear Connector for Composite Behavior of Steel Composite Columns, Journal of the Korea Academia-Industrial Cooperation Society, 14(4), 1993-1999 (in Korean).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 (in Korean).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 (in Korean).URL
7 
Wang, N., Lee, H. L., and Lee, M. J. (2017), Bond Strength between Concrete and Steel and Shear Behavior of Shear Connectors of H-shaped Steel Encased Composite Columns, Journal of the Korean Society of Steel Construction, 29(5), 377-387 (in Korean).DOI
8 
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 (in Korean).DOI
9 
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 (in Korean).URL
10 
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 (in Korean).URL
11 
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 (in Korean).DOI
12 
Choi, J. K., Yang, S. J., Kim, and S. H. (2024), Evaluation on the Bond Strength of Angle Embedded in Concrete, Journal of the Korea Institute for Structural Maintenance & Inspection, 28(6), 181-190 (in Korean).DOI