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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2013-04 (Vol.25 No.2)
  4. 10.4334/JKCI.2013.25.2.165
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1 
1.Architectural Institute of Korea, Building Structure Design Code, 2009, 769 pp.
2 
2.ACI Committee, 318, Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary, American Concrete Institute, Farmington hills, Michigan, 2008, 473 pp.
3 
3.Kim, H. K., “Study on Load Transfer Process and Design of Mortar Grouted Splice Sleeve,” Journal of the Architectural Institute of Korea, Vol. 20, No. 12, 2004, pp. 19-26.
4 
4.Daedong MS and Kangwon University, Development of Splice Sleeves for SD500 Rebars, 2007, 124 pp.
5 
5.Ahn, B. I., Kim, H. K., and Park, B. M., “Confining Effect of Mortar Grouted Splice Sleeve on Reinforcing Bar,” Journal of the Korea Concrete Institute, Vol. 15, No. 1, 2003, pp. 102-109.
6 
6.Kim, H. K., “Comparative Evaluation of Ductility in Mechanical Sleeve Reinforcing Bar Splice Filling High- Strength Mortar,” Journal of the Architectural Institute of Korea, Vol. 28, No. 7, 2012, pp. 41-48.
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7.Kim, H. K., “Analysis about the Estimation Method of Failure Mode in Steel Pipe Sleeve Splice,” Journal of the Regional Association of Architectural Institute of Korea, Vol. 12, No. 4, 2010, pp. 279-286.
8 
8.Kim, H. K., “Evaluation on Stiffness of Mechanical Sleeve Bar Splice Filling High-strength Mortar Under Monotonic Loading,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 16, No. 4, 2012, pp. 79-88.
9 
9.Kim, H. K., “Evaluation on Stiffness of Mortar-filled Sleeve Splice Using Estimation Method of Failure Mode,” Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 16, No. 1, 2012, pp. 27-34.