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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.2013.25.2.175
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1 
1.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2007, pp. 154, 155, 343.
2 
2.ACI Committee 318, Building Code Requirements for StructuralConcrete(ACI 318-11), American Concrete Institute, Farmington Hills, MI, 2011, pp. 164, 165, 284, 285.
3 
3.Choi, K. K., Park, H. G., and Wight, J. K., “Unified Shear Strendgth Model for Reinforced Concrete Beams- Part1: Development,” ACI Structural Journal, Vol. 104, No. 2, 2007, pp. 142-152.
4 
4.Choi, K. K., Park, H. G., and Wight, J. K., “Unified Shear Strendgth Model for Reinforced Concrete Beams- Part 2: Verification and Simplified Method,” ACI Structural Journal, Vol. 104, No. 2, 2007, pp. 153-161.
5 
5.Ashraf, H. E., Arthur, H. N., and Floyd, O. S., “Shear Capacity of Reinforced Concrete Beams Using High- Strength Concrete,” ACI Structural Journal, Vol. 83, No. 31, 1986, pp. 290-296.
6 
6.Loov, R. E. and Patnaik, A. K., “Horizontal Shear Strength of Composite Concrete Beams With a Rough Interface,” PCI Journal, Vol. 39, No. 1, 1994, pp. 48-69.
7 
7.CTA 76-B4, “Composite Systems without Ties,” TechnicalBulletin 76-B4, Concrete Technology Associates, Tacoma, WA, 1976, pp. 1-39.