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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2026-10 (Vol.38 No.5)
  4. 10.4334/JKCI.2026.38.5.611
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References

1 
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Ahn, K. L., Jang, S. J., Jang, S. H., and Yun, H. D. (2015) Effects of Aggregate Size and Steel Fiber Volume Fraction on Compressive Behaviors of High-Strength Concrete. Journal of the Korea Concrete Institute 27(3), 229-236. DOI
4 
Choi, C. S., and Bae, B. I. (2019) Effectiveness of Steel Fibers as Hoops in Exterior Beam-to-Column Joints under Cyclic Loading. ACI Structural Journal 116(2), 205-219. DOI
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Englekirk, R. E. (1995) Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns. PCI Journal 40(2), 36-51. DOI
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14 
Kim, M. G., Kwak, Y. K., Kang, H. K., Hong, S. G., Kim, W. S., and Kwon, W. H. (2011) A Study on the Effect of Steel Fibers in Reinforced High-Strength Concrete Beam-Column Joints Subject to Load Reversal. Journal of the Architectural Institute of Korea Structure & Construction 27(6), 19-30. Google Search
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16 
Lee, S. J., Hong, S. G., and Lim, W. Y. (2014) Seismic Performance of Precast Concrete Beam-Column Connections Using Ductile Rod. Journal of the Korea Concrete Institute 26(6), 695-705. DOI
17 
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19 
Seo, S. Y., and Lee, L. H. (1999) Deformation Demand of the Precast Concrete Frame Buildings with Ductile Connections in Moderate Seismic Regions. Journal of the Korea Concrete Institute 11(5), 89-98. Google Search
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21 
Son, D. H., Bae, B. I., Lee, J., and Choi, C. S. (2024) Shear Strength of Steel Fiber Reinforced Concrete Exterior Beam-Column Joints with Various Anchorage Details under Cyclic Loading. Structures 61, 105940. DOI
22 
Song, H. S., and Yoo, S. R. (2006) Evaluation on the Behaviors of Precast Concrete Beam-Column Connections for Apartments. Journal of the Korea Concrete Institute 18(4), 497-506. DOI