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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. 2021-12 (Vol.33 No.6)
  4. 10.4334/JKCI.2021.33.6.619
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References

1 
ACI Committee 352R , 2002, Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, Farmington Hills, MI; American Concrete Institute (ACI), 38Google Search
2 
ACI Committee 374 , 2019, Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05), Farmington Hills, MI; American Concrete Institute (ACI), pp. 1-9Google Search
3 
Chun S. C., Shin Y. S., 2014, Cyclic Testing of Exterior Beam-Column Joints with Varying Joint Aspect Ratio, ACI Structural Journal, Vol. 111, No. 3, pp. 693-704DOI
4 
KATS , 2018, Method of Tensile Test for Metallic Materials (KS B 0802), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA), pp. 1-7Google Search
5 
KCI , 2021, Concrete Design Code and Commentary, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI)Google Search
6 
MOLIT , 2021, Design Code of Development and Splice of Reinforcing Bar for Concrete Structure (KDS 14 20 52), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI)Google Search
7 
Pfister J. F., Mattock A. H., 1963, High Strength Bars as Concrete Reinforcement, Part 5, Lapped Splices in Concentrically Loaded Columns. Research and Development Laboratories, Vol. 5, No. 2, pp. 27-40Google Search
8 
Seong M. K., Chun S. C., 2018, Anchorage Behavior and Strengths of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint, Journal of the Korea Concrete Institute, Vol. 30, No. 5, pp. 505-516Google Search
9 
Seong M. K., Chun S. C., 2019, Anchorage Behavior of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint of 60 and 90 MPa Concrete, Journal of the Korea Concrete Institute, Vol. 31, No. 5, pp. 475-484DOI
10 
Seong M. K., Chun S. C., 2020, Development Length in Compression of Beam Bars Terminated within Exterior Beam-Column Joint, Journal of the Korea Concrete Institute, Vol. 32, No. 4, pp. 341-349Google Search