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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. 2019-10 (Vol.31 No.5)
  4. 10.4334/JKCI.2019.31.5.475
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References

1 
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary., USA, Michigan: American Concrete Institute (ACI), pp. 519Google Search
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ACI Committee 352R (2002) Recommendations for Design of Beam-column Connections in Monolithic Reinforced Concrete Structures., USA, Michigan: American Concrete Institute (ACI), pp. 38Google Search
3 
ACI Committee 408 (2003) Building Code Requirement for Structural Concrete (ACI 408R-03) and Commentary, USA, Michigan: American Concrete Institute (ACI), pp. 49Google Search
4 
Chun S. C., Lee S. H., 2012, Experimental Evaluation of Bearing and Bond Strengths in Compression Splices., Journal of the Korea Concrete Institute (In Korean), Vol. 24, No. 2, pp. 129-136DOI
5 
KCI (2017) KCI Model Code 2017. Korea, Seoul: Kimoondang Publishing Company., Korea Concrete Institute (KCI). (In Korean)Google Search
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Korea Agency for Technology and Standards (KATS) (2018) Method of Tensile Test for Metallic Materials (KS B 0802)., Korea, Seoul: Korea Standard Association (KSA). (In Korean), pp. 1-7Google Search
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Marques J. L. G., Jirsa J. O., 1975, A Study of Hooked Bar Anchorages in Beam-Column Joints., JACI Structural Journal, Vol. 72, No. 5Google Search
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Orangun C. O., Jirsa J. O., Breen J. E., 1977, A Reevaluation of Test Data on Development Length and Splices, ACI Structural Journal, Vol. 74, No. 11, pp. 114-209Google Search
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Pfister J. F., Mattock A. H., Breen J. E., 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
10 
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 (In Korean), Vol. 30, No. 5, pp. 505-516Google Search