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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2023-02 (Vol.27 No.1)
  4. 10.11112/jksmi.2023.27.1.78
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References

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ACI Committee 440 (2015), Guide for the Design and Construction of Structural Concrete Reinforced with Fiber Reinforced Polymer (FRP) Bars(ACI 440.1R-15), American Concrete Institute, Michigan.URL
4 
Chang, C. H., Kwon., M. H., Kim., J. S., and Joo, C. H. (2012), Numerical Study for Seismic Strengthening of RC columns Using Fiber Reinforced Plastic Composite, Journal of the Korea Institute for Structural Maintenance Inspection, 16(3), 117-127. (in Korean).URL
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9 
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Al-Salloum, Y. A., Elsanadedy, H. M., Alsayed, S. H., and Iqbal, R.A. (2012), Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile reinforcedmortar, Journal of Composites for Construction, 16(1), 74-90.DOI
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Sim, J. S., Lee., K. S., Kwon., H. W., and Kim, H. J. (2014), Retrofitting Effects and Structural Behavior of RC Columns Strengthened with X-Bracing Using Carbon Fiber Anchor, Journal of the Korea Concrete Institute, 24(3), 323-331. (in Korean).DOI
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Yoon, H. S., Lee, J. M., Lee, J. Y., Choi, D. U., and Kim, K. H. (2009), Bond Capacity of Pseudo-Ductile FRP Hybrid Sheet to Strengthen RC Members, Journal of the Korea Concrete Institute, 21(1), 47-53. (in Korean).DOI
16 
Cho, M. S., Kim, M. J., Lee, J. Y., Jeong, C. Y., and Kim, K. H. (2020), Performance Evaluation of FRCM Inorganic Matrix for Repair and Reinforcement of Concrete Structures, Journal of the Korea Concrete Institute, 32(4), 333-339. (in Korean).DOI
17 
Kim, M. J., Kim, H. G., Lee, J. Y., Cho, M. S., and Kim, K. H. (2019), Evaluation of Flexural Performance of RC Columns Reinforced with Hybrid FRP Sheets, Journal of the Korea Concrete Institute, 31(6), 611-618. (in Korean).DOI
18 
Korean Design Standard (2022), Design Code for Shear and Torsion of Concrete Structures(KDS 14 20 22), Korea Construction Standard Center, Seoul (in Korean).URL