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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. 2017-02 (Vol.29 No.1)
  4. 10.4334/JKCI.2017.29.1.043
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1 
1.Architectural Institute of Korea, “Design code for architectural structure”, 2016 (in Korean).Google Search
2 
2.Korean Concrete Institute, “Design Code for Concrete Structural”, 2012 (in Korean).Google Search
3 
3.Kwon, H. W., Jeon, Y. R., Lee, K. H., Shin, M. S., and Han, S. W., “Cyclic Behavior of High-Performance Fiber-Reinfor-ced Cement Composite Coupling Beam Having Diagonal Reinforcement”, Journal of the Korea Concrete Institute, Vol. 25, No. 6, 2013, pp. 649-656.DOI
4 
4.Jang, S. J., Lee, M. H., and Yun, H. D., “Feasibility of Using of SFRC for Reinforcement Detail Simplifying of RC Coupling Beam”, Proceeding of the Korea Concrete Institute, Vol. 28, No. 1, 2016, pp. 75-76.Google Search
5 
5.Chun, Y. S., and Kim, S. Y., “Improvement of Reinforcement Details for Coupling Beam Connected to Special Shear Wall”, Land & Housing Institute, 2012, 182pp.Google Search
6 
6.Chun, Y. S., Park, J. Y., and Lee, J Y., “Practical Use of an Alternative Detail of the Coupling Beam in Special Shear Walls”, Land & Housing Institute, 2014, 149pp.Google Search
7 
7.Jung, K. Y., Jang, S. J., Kang, D. H., and Yun, H. D., “Seismic Performance of Steel Tube Reinforced Concrete Coupling Beam with Different Compressive Strength”, Proceeding of the Korea Concrete Institute, Vol. 27, No. 2, 2015, pp. 137-138.Google Search
8 
8.Chun, Y. S., Park, J. Y., and Lee, S. W., “Development of Non-linear Hysteretic Model for the Performance Based Design(1)”, Land & Housing Institute, 2015, 130pp.Google Search
9 
9.Oh, H. C., Lee, K. H., Han, S. W., Shin, M. S., and Jo, Y. W., “Hysteretic Behavior Evaluation of a RC Coupling Beam using a Steel Fiber and Diagonal Reinforcement”, Journal of the Korea Concrete Institute, Vol. 27, No. 3, 2015, pp. 288-295.DOI
10 
10.Korean Agency for Technology and Standards, Steel bars for concrete reinforcement KS D 3504: 2016, Korean Standards Association, 2016, 38p.Google Search
11 
11.FEMA 450-1, “NEHRP Recommended Provisions for Seismic Regulations for New Buildings and other Structures”, 2003 Edition.Google Search
12 
12.Kwan, A. K. H., and Zhao, Z. Z., “Cyclic Behaviour of Deep Reinforced Concrete Coupling Beams”, Proceedings of the Institution of Civil Engineers, Structures and Buildings, 2002, Vol. 152, No. 3, pp. 283-293.DOI
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13.Kim, D. H., and Lee, K. H., “Performance Evaluation of Shear Wall Coupling Beam of RC Structural Systems”, Proceeding of the Korea Concrete Institute, Vol. 27, No. 1, 2015, pp. 115-116.Google Search