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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. 2015-06 (Vol.27 No.3)
  4. 10.4334/JKCI.2015.27.3.291
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1 
1.ACI Committee 318. Building Code Requirements for Structural Concrete and Commentary (ACI 318-11). American Concrete Institute.Google Search
2 
2.Paulay, T. and Binney, J. R., Diagonally reinforced concrete beams of shear walls. ACI special publication. 1974, 42: 579-598.Google Search
3 
3.Barney, G. B., Shiu, K. N., Rabbat, B. G., Fiorato, A. E., Russell, H. G., and Corley, W. G., Behavior of coupling beams under load reversals: portland Cement Association; c1980.Google Search
4 
4.Hong, S. G. and Jang, S. K., “The Mechanism of Load Resistance and Deformability of Reinforced Concrete Coupling Beams”, Earthquake Engineering Society of Korea, 2006, 10(3):113-123.DOI
5 
5.Lee, Y. W. and Chae, J. Y., “Seismic Performance Evaluations of RC Bearing Wall Systems with Coupling Beams – For Apartment Buildings in 1990s”, Earthquake Engineering Society of Korea, 2011, 15(4):23-31.DOI
6 
6.Kim, Y. G. and Cho, S. H., “Performance Based Design of Coupling Beam Considering Probability Distribution of Flexural and Shear Strength”, Journal of the Korea Concrete Institute, 2013, 25(5):509-516.DOI
7 
7.FEMA-356 “Prestandard and Commentary for the Seismic Rehabilitation of Building”, Federal Emergency Management Agency, Washington, D.C. 2000Google Search
8 
8.Hwang, S. K. and Yun, H. D., “Effects of transverse rein-forcement on flexural behaviour of high-strength concrete columns”, Engineering Structures 2004, 26(1):1-12.DOI
9 
9.Kwon, H. W., Jeon, Y. R., Lee, K. H., Shin, M. S. and Han, S. W., “Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Rein-forcement”, Journal of the Korea Concrete Institute, 2013, 25(6):649-656.DOI
10 
10.Park, R., “Evaluation of ductility of structures and structural assemblages from laboratory testing”, Bulletin of New Zealand Society for Earthquake Engineering 1989, 22(3): 155-166.Google Search
11 
11.Kang, D. H., Jang, S. J., and Yun, H. D., “Reinforcement Detail Effects on Deformability of RC Coupling Beam for Special Shear Wall”, Journal of the Korea Concrete Institute, 2014, 26(2):67-68Google Search
12 
12.Priestley, M. J. N. and Park, R., “Strength and Ductility of Concrete Bridge Columns under Seismic Loading”, ACI Structural Journal, 1987, 84(1):61-76.Google Search
13 
13.Lee, H. H., “State of the Art of Coupling Beam in Coupled Wall System in Korea”, Architectural Institute of Korea, 2012, 8(1):333.Google Search