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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. 2016-06 (Vol.28 No.3)
  4. 10.4334/JKCI.2016.28.3.279
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1 
1.Seo, S.Y., and Ham, J.H., “Experimental Study on the Confinement Effect of Headed Cross Tie in RC Column Subjected to Cycling Horizontal Load”, Korea Institute for Structural Maintenance and Inspection, Vol.16 No.5, 2012, pp.1-10.Google Search
2 
2.Kim, J.K., Han, B.S., and Shin, S.W., “Ductility Capacity of Ultra-High Strength R/C Tied Columns Considering the Axial Load Ratio and Configuration of Transverse Rein-forcement”, Architectural Institute of Korea, Vol.25, No.1, 2009, pp. 3-11.Google Search
3 
3.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318M-11) and Commentary, American Concrete Institute, Farmington Hills, Michigan, USA, 2011, p.503.Google Search
4 
4.Lee, Y.H., Chung, B.H., and Chung, H.S., “A Study on Confinement Effectiveness of Lateral Ties in RC Columns under Axial Loads”, Architectural Institute of Korea, Vol.16, No.12, 2000, pp.3-11.Google Search
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6 
6.Razvi, S., and Saatcioglu, M., “Confinement Model for High-Strength Concrete”, Journal of Structural Engineering, ASCE, Vol.125, No.3, 1999, pp.281-289.DOI
7 
7.Park, S.Y., and Lee, Y.H., “A Clip Confinement Effect on the Behavior of Concrete Column subjected to High Axial and Reversed Cyclic Lateral Loads”, Architectural Institute of Korea, Vol.24, No.10, 2008, pp.19-28.Google Search
8 
8.Sim, J.I., Yang, K.H., and Byun, H.Y., “Flexural Capacity and Ductility of Reinforced Concrete Columns Strengthened with Unbonded Wire Rope Units”, Journal of the Korea Concrete Institute, Vol.21 No.2, 2009, pp.209-216.Google Search
9 
9.Razvi, S., and Saatcioglu, M., “Confinement Model for High-Strength Concrete”, Journal of Structural Engineering, ASCE, Vol.125, No.3, 1999, pp.281-289.DOI
10 
10.Kang, S.M., and Park, H.G., “Moment-Curvature Relationship of Structural Walls with Confined Boundary Element”, Journal of the Korea Concrete Institute, Vol.15, No.2, 2003, pp.281-288.Google Search
11 
11.Kwak, M.K., “Flexural Performance of Reinforced Concrete Columns with the Supplementary V-ties subjected to the Constant Axial Loads and Reversed Lateral Loads”, MSc Thesis, Graduate School, Kyonggi University, 2016, p.142.Google Search
12 
12.Yang, K.H., Mun, J.H., Cho, M.S., and Kang, T.H.K., “A Stress-Strain Model for Various Unconfined Concrete in Compression”, ACI Structural Journal, Vol.111, No.4, 2014, pp.819-826.DOI
13 
13.Kim, W.W., Mun, J.H., and Yang, K.H., “Simplified Model for the Stress-Strain Relationship of Confined Concrete”, Architectural Institute of Korea, Vol.16, No.5, 2012, pp. 1-10.Google Search
14 
14.Wallace, J.W., “Seismic Design of RC Structural Walls. Part I: New Code Format”, Journal of Structural Engineering, ASCE, Vol.12, No.1, 1995, pp.88-101.DOI
15 
15.Paulay, T., and Priestley, M.J.N., Seismic Design of Reinforced Concrete and Masonry Buildings, Wiley Inter-science Publication, New Jersey, USA, 1992, p.768.DOI
16 
16.Mun, J.H., and Yang, K.H., “Generalized Lateral Load- Displacement Relationship of Reinforced Concrete Shear Walls”, Journal of the Korea Concrete Institute, Vol.26, No.2, 2014, pp.159-169.DOI
17 
17.Park, R., Priestley, M.H.N., and Gill, W.D., “Ductility of Square-Confined Concrete Columns”, Journal of Structural Division, ASCE, Vol.108 No.ST4, 1982, pp.929-950.Google Search