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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. 2022-12 (Vol.26 No.6)
  4. 10.11112/jksmi.2022.26.6.247
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References

1 
ACI Committee 318 (2019), Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary. Far-mington Hills, MI; American Concrete Institute (ACI).URL
2 
Chun, S. C., and Lee, J. G. (2013), Strengths of Lap Splices Anchored by SD600 Headed Bars, Journal of the Korea Concrete Institute, 25(2), 217-224.DOI
3 
Chun, S. C., Choi, C. S., and Jung, H. S. (2017), Side-Face Blowout Failure of Large-Diameter High-Strength Headed Bars in Beam-Column Joints. ACI Structural Journal, 114(1), 1-12.URL
4 
KCI Committee. (2012), Concrete Design Code and Commentary, Korea Concrete Institute.URL
5 
Korea Construction Standards Center (2021), Korean Design Standard (KDS). Seoul, Korea; KDS 14 20 00;2021.URL
6 
KS B 0802. (2018), Method of tensile test for metallic materials, Korean Agency for Technology and Standards.URL
7 
KS F 2405. (2017), Standard test method for compressive of concrete, Korean Agency for Technology and Standards.URL
8 
Lee, J. H., Kim, S. H.(2021), Evaluation of Structural Performance of RC Beam with Different Depths to Lap Splice Detail of SD700 Headed Bar, Journal of the Korea Institute for Structural Maintance and Inspection, 25(6), 262-269.DOI
9 
Lee, J. H.(2021), RC Member Joint Details with Lap Splice of SD700 Headed Rebar, Master’s Degree Dissertation, Hanbat National University, Department of Architectural Engineering.URL
10 
Sim, H. J., Chun, S. C.(2018), A Reevaluation of Anchorage Strength of Headed Bars in Exterior Beam-Column Joints, Journal of the Korea Concrete Institute, 30(2), 207-216.URL
11 
Thompson, M. K., Jirsa, J. O., and Breen, J. E.(2006), Behavior and Capacity of Headed Reinforcement, ACI Structural Journal, 103(4), 522-530.URL