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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. 2014-08 (Vol.26 No.4)
  4. 10.4334/JKCI.2014.26.4.533
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1 
1.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2012, pp. 164-175, 366-369.Google Search
2 
2.ACI Committee 318, Building Code Requirements for Structural Concrete(ACI 318-11), American Concrete Institute, Farmington Hills, MI, 2011, pp. 164-174, 283-285.Google Search
3 
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5 
5.Kahn, L. F. and Slapkus, A., “Interface Shear in High Strength Composite T-Beams,” PCI Journal, July-Aug 2004, pp. 102-110.DOI
6 
6.Halicka, A., “Influence New-To-Old Concrete Interface Qualities on the Behavior of Support Zones of Composite Concrete Beams,” Construction and Building Materials, Oct 2011, pp. 4072-4078.DOI
7 
7.Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M., “Shear Strength of Hybrid Beams Combining Precast Concrete and Cast-In-Place Concrete,” Journal of the Korea Concrete Institute, Vol. 25, No. 2, 2013, pp. 175-185. (doi: http://dx.doi.org/10.4334/jkci.2013.25.2.175)Google Search
8 
8.Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M., “Shear strength of PC-CIP composite Beams with Shear Reinforcement,” Journal of the Korea Concrete Institute, Vol. 26, No. 2, 2014, pp. 189-199. (doi: http://dx. doi.org/ 10.4334/jkci.2014.26.2.189)Google Search
9 
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11 
11.CTA 76-B4, "Strength of Bonded and Partially Bonded Composite Beams without Ties," Concrete Technology Associate, Tacoma, WA, 1976.Google Search
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