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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. 2015-10 (Vol.27 No.5)
  4. 10.4334/JKCI.2015.27.5.481
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1 
1.Park, H. G., Lee, J. H., Shin, H. M., and Baek, J. W., “Cyclic Loading Test for Shear Strength of Low-rise RC Walls With Grade 550 MPa Bars”, Journal of the Korea Concrete Institute, Vol.25, No.6, 2013, pp.601-612.DOI
2 
2.Bae, G. M., Proestos, G. T., Lee, S. C., Bentz, E. C., Collins, M. P., and Cho, J. Y., “In-Plane Shear Behavior of Nuclear Power Plant Wall Elements with High-Strength Reinforcing Bars”, Transactions of SMiRT-22, San Francisco, USA, 2013, pp.1844-1853.Google Search
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6.Kim, T. H. and Shin, H. M., “Analytical Approach to Evaluate the Inelastic Behaviors of Reinforced Concrete Structures under Seismic Loads”, Journal of the Earthquake Engineering Society of Korea, Vol.5, No.2, 2001, pp.113-124.Google Search
7 
7.Kwak, H. G. and Kim, D. Y., “Cracking Behavior of RC Panels Subject to Biaxial Tensile Stresses”, Journal of the Korea Society of Civil Engineers, Vol.24, No.6a, 2004, pp.1223-1233.Google Search
8 
8.Lee, J. Y., “Predicting the Nonlinear Behavior of Reinforced Concrete Membrane Elements Subjected to Reversed Cyclic Loading”, Journal of the Earthquake Engineering Society of Korea, Vol.6, No.4, 2002, pp.7-14.DOI
9 
9.Seong, D. J., Kim, T. H., Oh, M. S., and Shin, H. M., “Inelastic Performance of High-Strength Concrete Bridge Columns under Earthquake Loads”, Journal of Advanced Concrete Technology, Vol.9, No.2, 2011, pp.205-220.DOI
10 
10.Cheon, J. H., Kim, T. H., Lee, B. J., Lee, J. H., and Shin, H. M., “Inelastic Behavior and Ductility Capacity of Circular Hollow Reinforced Concrete Bridge Piers under Earthquake”, Magazine of Concrete Research, Vol.64, No.10, 2012, pp.919-930.DOI
11 
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16.Shin, H. M., “Finite Element Analysis of Reinforced Concrete Members subjected to Reversed Cyclic In-Plane Loadings”, Ph.D. thesis, 1988, University of Tokyo.Google Search