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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. 2016-08 (Vol.28 No.4)
  4. 10.4334/JKCI.2016.28.4.473
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1 
1.Park, H. G., Baek, J. W., Lee, J. H., and Shin, H. M., “Cyclic Loading Test for Shear Strength of Low-rise Reinforced Concrete Walls With Grade 550 MPa Bars”, ACI Structural Journal, Vol.112, No.3, 2015, pp.299-310.DOI
2 
2.Cheon, J. H., Seong, D. J., Cho, H. J., Cho, J. Y., and Shin, H. M., “Nonlinear Finite Element Analysis of the Reinforced Concrete Panel using High-Strength Reinforcing Bar”, Journal of the Korea Concrete Institute, Vol.27, No.5, 2015, pp. 481-488.DOI
3 
3.Baek, J. W., and Park, H. G., “Shear-Friction Strength of RC Walls With Grade 550 MPa Bars”, Proceedings of the Tenth Pacific Conference on Earthquake Building an Earthquake-Resilient Pacific, Sydney, Australia, 2015, pp.180-188.Google Search
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9.Migeum, C., Kim, Y. J., Yun, G. J., Thomas, G. H., and Shirley, D., “Cyclic Shear-Friction Constitutive Model for Finite Element Analysis of Reinforced Concrete Membrane Elements”, ACI Structural Journal, Vol.108, No.3, 2011, pp.324-331.Google Search
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10.Song, J. G., Choi, J. Y., and Kim, J. H., “The Shear Friction Mode of Slab-Column Connections”, Journal of the Korea Concrete Institute, Vol.16, No.2, 2004, pp.79-82.Google Search
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12.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
13 
13.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
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16.Randl, N., “Design recommendations for interface shear transfer in fib Model Code 2010”, The Fib Model Code for Concrete Structures 2010, Vol.14, No.3, 2013, pp.230-241.Google Search