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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. 2013-02 (Vol.25 No.1)
  4. 10.4334/JKCI.2013.25.1.029
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1 
1.Yun, Y. M., “Nonlinear Strut-Tie Model Approach for Structural Concrete,” ACI Structural Journal, Vol. 97, Issue 4, 2000, pp. 581-590.
2 
2.Kwon, M. H., Ha, G. J., Park, T. G., and Cho, C. G., “Analysis of Reinforced Concrete Columns under Cyclic Loads Using a 2-Dimensional Lattice Model,” Journal of the Korea Concrete Institute, Vol. 22, No. 1, 2010, pp. 103-111.
3 
3.Miki, T., “Nonlinear Analysis of Reinforced Concrete Structures Subjected to Seismic Loads by Using Three- Dimensional Lattice Model,” Ph. D. Thesis, Department of Civil Engineering, Tokyo Institute of Technology, Tokyo, 2004, pp. 23-48.
4 
4.Miki, T. and Niwa, J., “Nonlinear Analysis of RC Structural Members Using 3D Lattice Model,” Journal of Advanced Concrete Technology, Vol. 2, No. 3, 2004, pp. 343-358.
5 
5.Kwon, M. H., “Optimization of Framed Structural Models with Composite Section,” Master’s Thesis, Gyeongbuk National University, 1994, pp. 25-43.
6 
6.Mohd Yassin, M. H., “Nonlinear Analysis of Prestressed Concrete Structures under Monotonic and Cyclic Loads,” Ph. D. Thesis, Department of Civil Engineering, UC Berkeley, 1994, pp. 32-84.
7 
7.Kent, D. C. and Park, R. “Flexural Members with Confined Concrete,” Journal of the Structural Division, ASCE, Vol. 97, No. 7, 1971, pp. 1969-1990.
8 
8.Karsan, I. D. and Jirsa, J. O., “Behavior of Concrete under Compressive Loadings,” Journal of Structural Division, ASCE, Vol. 95, No. ST12, 1969, pp. 2543-2563.
9 
9.Mander, J. B., Priestley, M. J. N., and Park, R., “Theoretical Stress-Strain Model for Confined Concrete,” Journal of Structural Engineering, ASCE, Vol. 114, No. 8, 1988, pp. 1804-1829.
10 
10.Sheikh, S. A. and Uzumeri, S. M., “Analytical Model for Concrete Confinement in Tied Columns,” Journal of the Structural Division, ASCE, Vol. 108, No. ST12, 1982, pp. 2703-2722.
11 
11.Peng, X. N. and Wong, Y. L., “Behavior of Reinforced Concrete Walls Subjected to Monotonic Pure Torsion-An Experimental Study,” Engineering Structural, Vol. 33, No. 9, 2011, pp. 2495-2508.