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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. 2018-06 (Vol.30 No.3)
  4. 10.4334/JKCI.2018.30.3.247
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1 
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14). Farmington Hills, Michigan, US: American Concrete Institute (ACI), 351-360.Google Search
2 
Choi, K. K. and Park, H. G. (2007) Unified Shear Strength Model for Reinforced Concrete Beams - Part II: Verification and Simplified Method. ACI Structural Journal 104(2), 153-161.DOI
3 
Choi, K. K., Kim. J. C., and Park, H. G. (2016) Shear Strength Model of Concrete Beams Based on Compression Zone Failure Mechanism. ACI Structural Journal 113(5), 1095-1106.Google Search
4 
Choi, K. K., Park, H. G., and James K. Wight. (2007) Unified Shear Strength Model for Reinforced Concrete Beams - Part I: Development. ACI Structural Journal 104(2), 142-152.Google Search
5 
Cladera, A. (2002) Shear Design of Reinforced High- Strength Concrete Beams. Doctoral thesis. Universitat Politecnica de Catalunya.Google Search
6 
European Committee for Standardization (2004) Eurocode 2: Design of concrete structures. Chiswick High Road, London, UK: British Standards Institution. 84-94.Google Search
7 
Kong, P. Y. L. and Rangan, B. V. (1998) Shear Strength of High-Performance Concrete Beams. ACI Structural Journal 95(6), 677-688.Google Search
8 
Korea Concrete Institute (KCI) (2012) Concrete Design Code and Commentary. Seoul, Republic of Korea: Kimoondang Publishing Company. 160-175. (In Korean)Google Search
9 
Lee, J. Y., Choi, I. J., and Kang, J. E. (2010) Evaluation of the Maximum Yield Strength of Steel Stirrups and Shear Behavior of RC Beams. Journal of the Korea Concrete Institute 22(5), 711-718. (In Korean)DOI
10 
Lee, J. Y., Kim, W. Y., Kim, S. W., and Lee, B. S. (2004) Effects of Shear Span-to-depth Ratio and Tensile Longitudinal Reinforcement Ratio on Minimum Shear Reinforcement Ratio of RC Beams. Journal of the Korea Concrete Institute 16(6), 795-803. (In Korean)DOI
11 
Park, H. G., Choi, K. K., and James K. Wight (2006) Strain- Based Shear Strength Model for Slender Beams without Web Reinforcement. ACI Structural Journal 103(6), 783-793.Google Search