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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. 2024-10 (Vol.36 No.5)
  4. 10.4334/JKCI.2024.36.5.515
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References

1 
ACI Committee 374 (2005) Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). Farmington Hills, MI; American Concrete Institute (ACI)URL
2 
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 (ACI).URL
3 
ACI Committee 374 (2016) Guide to Nonlinear Modeling Parameters for Earthquake-Resistant Structures (ACI 374.3R-16). Farmington Hills, MI; American Concrete Institute (ACI).URL
4 
ASCE (2016) Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-16). Reston, VA; American Society of Civil Engineers (ASCE).URL
5 
Jang, B., Kim, J., Choi, S., Kim, K., Hwnag, J., and Choi, S. (2021) Structural Behavior of Precast Wide Girder-Column Joints under Lateral Cyclic Loading. Journal of the Korea Concrete Institute 33(3) 289∼297. (In Korean)DOI
6 
KATS (2016) Method of Inspection for Mechanical Splicing Joint of Bars for Concrete Reinforcement (KS D 0249). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
7 
KCI (2024a) Earthquake Resistant Design for Concrete Structures (KDS 14 20 80). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
8 
KCI (2024b) Structural Design for Precast Concrete Buildings (KDS 41 20 10). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
9 
Kim, S. H., Cho, Jong, 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. (In Korean)DOI
10 
Lee, D.-J., Lee, J.-D., Oh, T.-S., and Kang, T. H.-K. (2014b) 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. (In Korean)DOI
11 
Lee, S.-J., Hong, S.-G., and Lim, W.-Y. (2014a) Seismic Performance of Precast Concrete Beam-Column Connections Using Ductile Rod. Journal of the Korea Concrete Institute 26(6), 695-705. (In Korean)DOI
12 
Lim, S., Kim, S., Lee, W., Zhang, W., and Lee, D. (2022) Experimental and Analytical Study on Wide Beam-column Connection. Proceeding of the Architecture Institute of Korea 42(3), 1332-1333. (In Korean)URL
13 
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. (In Korean)DOI
14 
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. (In Korean)DOI
15 
PCI (2017) PCI Design handbook, 8th Edition. Illinois, USA; Precast/Prestressed Concrete Institute (PCI).URL
16 
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. (In Korean)DOI