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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. 2017-06 (Vol.29 No.3)
  4. 10.4334/JKCI.2017.29.3.291
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1 
Lee, D. S., Kim, S. Y., and Kim, T. K., “Development of Hybrid OCB Beam for the Long-span Building Structures”, LHI Journal of Land, Housing, and Urban Affairs, Vol. 6, No. 3, 2015, pp. 129-138.DOI
2 
Ahn, H. J., Jung, I. Y., Kim, Y. J., and Hwang, J. S., “Shear Resistance of BESTOBEAM Shear Connector According to the Length”, Journal of Korean Society of Steel Construction, Vol. 27, No. 5, 2015, pp. 483-491.DOI
3 
An, J. H., and Park, C. S., “A Proposal for Estimating Method of Shear Strength on the Beam-column Joints of Composite Structure with Transverse Beam”, The Regional Association of Architectural Institute of Korea, Vol. 18, No. 1, 2016, pp. 225-232.Google Search
4 
Lee, H. C., Shim, N. J., and Lee, J. I., “Performed Project and Development of ECO-prestressed PC Beam for the Improvement of Connection”, Journal of the Computational Structural Engineering Institute of Korea, Vol. 24, No. 2, 2011, pp. 15-22.Google Search
5 
Lee, H. G., “Study on Self-Weight Reduction Method for Prestressed Concrete Composite Beam Capable of Connecting with Steel Structure”, MS. Thesis, Korea University, Korea, 2012.Google Search
6 
Seo, E. A., “Seismic Performance Evaluation of Hybrid System Composed of Steel-reinforced Concrete Beams with Rigid Joint”, MS. Thesis, Kyonggi University, Korea, 2015, p. 28.Google Search
7 
Kim, Y. J., Bae, J. H., Ahn, T. S., Kim, J. W., and Ryu, H. S., “Cyclic Loading Test on Connection of SRC Column-Com-posite Beam Consisting of H-Section and U-Section Members”, Journal of Korean Society of Steel Construction, Vol. 26, No. 4, 2014, pp. 263-275.DOI
8 
Yang, K. H., Seo, E. A., and Hong, S. H., “Cyclic Flexural Tests of Hybrid Steel-Precast Concrete Beams with Simple Connection Elements”, Engineering Structures, Vol. 118, 2016, pp. 344-356.DOI
9 
Lee, D. S., Kim, T. K., and Chae, G. B., “The Experimental Study of Full-scale Optimized Composite Beam (OCB) Reinforced with Open Strands”, Journal of the Korea Concrete Institute, Vol. 27, No. 5, 2015, pp. 471-480.DOI
10 
Seo, E. A., Yang, K. H. and Hong, S. H., “ Evaluation on Flexural Behavior of Hybrid Beams with Rigid Joint Connec-ting Steel and Precast Concrete Elements”, Journal of the Korea Concrete Institute, Vol. 28, No. 1, 2016, pp. 13-21.DOI
11 
KS F 2405, Method of Test for Compressive Strength of Concrete, Korean Standards Association, 2010.Google Search
12 
KS B 0802, Method of Tensile Test for Metallic Materials, Korean Standards Association, 2003.Google Search
13 
P. Paultre, and F. Legeron, “Confinement Reinforcement Design for Reinforced Concrete Columns”, Journal of Structural Engineering, Vol. 134, No. 5, 2008, pp. 738-749.DOI
14 
Sheikh, S. A., and Khoury, S. S., “A Performance-based Approach for the Design of Confining Steel in Tied Columns”, ACI Structural Journal, Vol. 94, No. 4, 1997, pp. 421-431.Google Search