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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.2026.38.5.639
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References

1 
ACI Committee 374 (2013) Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13) Farmington Hills, MI: American Concrete Institute. Google Search
2 
ASCE (2017) Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-17) Reston, VA: American Society of Civil Engineers (ASCE). Google Search
3 
Jang, B. S., Kim, J. H., Choi, S.-H., Kim, K. S., Hwang, J.-H., and Choi, S. D. (2021) Structural Behavior of Precast Wide Girder-Column Joints under Lateral Cyclic Loading. Journal of the Korea Concrete Institute 33(3), 289-297. DOI
4 
MOLIT (2024b) Structural Concrete Design Standard for Development and Splices (KDS 14 20 52) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). Google Search
5 
KCI (2024) Standard Evaluation Method for Grades of Mechanical Splices of Reinforcing Bars (KCI-ST103:2024) Seoul, Korea: Korea Concrete Institute (KCI). Google Search
6 
Kim, S. H., Cho, J., Oh, H. K., Choi, S. D., Yeo, U. Y., and Lee, D. H. (2023) Seismic Performance Evaluation of Dry Precast Concrete Beam-Column Connections With Intermediate Moment Frame Details. Journal of the Earthquake Engineering Society of Korea 27(3), 129-137. DOI
7 
Lee, D.-J., Lee, J.-D., Oh, T.-S., and Kang, T. H.-K. (2014a) Seismic Experiment of Precast Concrete Exterior Beam-Column Joint Using Bolt Type Connection and Prestressing Method. Journal of the Korea Concrete Institute 26(2), 125-133. DOI
8 
Lee, S.-J., Hong, S.-G., and Lim, W.-Y. (2014b) Seismic Performance of Precast Concrete Beam-Column Connections Using Ductile Rod. Journal of the Korea Concrete Institute 26(6), 695-705. DOI
9 
Lim, S.-H., Kim, S., Lee, W.-J., Zhang, W., and Lee, D. (2022) Experimental and Analytical Study on Wide Beam-Column Connection. Proceedings of the Architectural Institute of Korea 42(2), 1332-1333. Google Search
10 
MOLIT (2024a) Design Code for Precast Concrete Structures of Buildings (KDS 41 20 10) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). Google Search
11 
Moon, J.-H., Oh, Y.-H., Lee, G.-C., Lee, C.-H., and Park, H.-S. (2024) Experimental and Analytical Evaluation of Seismic Performance of PC Wide Beam-Column Connections with Dry Panel Zone. Journal of the Korea Concrete Institute 36(2), 145-155. DOI
12 
Oh, Y.-H., Moon, J.-H., Park, Y.-B., and Shin, S.-H. (2022) Cyclic Behavior of a Moment-Resisting Frame Consisting of PC Hollow-Core Wide Girders and Columns. Journal of the Korea Concrete Institute 34(5), 547-555. DOI
13 
Oh, Y.-H., Kim, J.-S., Kim, J.-W., Jeon, B.-K., Lee, G.-C., and Moon, J.-H. (2024) Seismic Performance Evaluation of Beam-Column Dry-Connections in Precast Concrete Moment-Resisting Frame. Journal of the Korea Concrete Institute 36(5), 515-526. DOI
14 
PCI (2017) PCI Design Handbook: Precast and Prestressed Concrete Chicago, IL: Precast/Prestressed Concrete Institute (PCI). Google Search
15 
Song, H.-S., and Yu, S.-Y. (2006) Evaluation on the Behaviors of Precast Concrete Beam-Column Connections for Apartments. Journal of the Korea Concrete Institute 18(5), 657-666. DOI