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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2013-02 (Vol.25 No.1)
  4. 10.4334/JKCI.2013.25.1.037
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1 
1.Seo, S. Y., Oh, J. G., and Choi, K. B., “Bond Capacity of Concrete Member Strengthened by Various Methods Using FRP Plate,” Journal of Architectural Institute of Korea, Vol. 27, No. 8, 2011. pp. 55-63.
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2.Seo, S. Y., Yoon, S. J., Kwon, Y. S., and Choi, K. B., “Bond Behavior between Near-Surface-Mounted Fiber Reinforced Polymer Plates and Concrete in Structural Strengthening,” Journal of the Korea Concrete Institute, Vol. 23, No. 5, 2011, pp. 675-682.
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3.Seo, S. Y., “Bond Strength of Near Surface-Mounted FRP Plate in RC Member,” Journal of the Korea Concrete Institute, Vol. 24, No. 4, 2012, pp. 415-422.
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4.EI-Hacha, R. and Rizkalla, S. H., “Near-Surface- Mounted Fiber-Reinforced Polyumer Reinforcements for Flexural Strengthening of concrete Structures,” ACI Structural Journal, Vol. 101, No. 5, 2004, pp. 717-726.
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5.Mohamed Ali, M. S., Oehlers, D. J., Friffith, M. C., and Seracino, R., “Interfacial Stress Transfer of Near Surface- Mounted FRP-to-Concrete Joints,” Engineering Structures, Vol. 30, Issue 7, 2008, pp. 1861-1868.
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6.Seracino, R., Jones, N., Ali, M., Page, M., and Oehlers, D., “Bond Strength of Near-Surface Mounted FRP Strip- to-Concrete Joints,” Journal of Composites for Construction, ASCE, Vol. 11, No. 4, 2007, pp. 401-409.
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7.Chung, W. T., “Flexural Behavior of Reinforced Concrete Beams Strengthened with NSM CFRP Reinforcements Considering the Equivalent Section,” Doctoral Thesis in Civil and Environmental Engineering, Myongji University, 2009, pp. 57-221.
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8.Lim, D. H., “An Experimental Study on the Flexural Behavior of RC Beams Strengthened with NSM and EBR CFRP Strips,” Journal of the Korea Concrete Institute, Vol. 20, No. 5, 2008, pp. 601-609.
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9.ACI’s 2001 Manual of Concrete Practice, Report on Fiber- Reinforced Polymer(FRP) Reinforcement for Concrete Structures(ACI 440R-07), American Concrete Institute, Famington Hills, MI, 2011.