Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
Jung, W. T., Park, J. S., Kang, J. Y., Keum, M. S. (2017), Flexural Behavior of Concrete Beam Stenghened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model, Hindawi 2017(9180624)DOI
2 
Kim, S. H., Park, S. Y., Jeon, S. J. (2020), Long-Term Characteristics of Prestressing Force in Post-Tensioned Structures Measured Using Smart Strands, MDPI, 10(12)DOI
3 
Park, S. Y., Yang, C. Y., Kim, C. H. (2007), Ultimate Flexural Strength of Reinforced Concrete Beams Strengthed Using CFRP Tendon, Korea Society of Civil Engineers, 27(5A), 671-679.Google Search
4 
Park, S. Y., Kim, C. H., Hong, S. Y. (2007), Ultimate Stress of Prestressing CFRP Tendons in PSC Beams Strengthened By External CFRP Prestressing, Korea Concrete Institute, 19(6), 735-744.DOI
5 
Jung, W. T., Park, Y. H., Park, J. S., Kim, C. Y. (2011), Strengthening Effect of Reinforced Concrete Beams Strengthened with NSM CFRP Reinforcements and Various Reinforcement Details, Korea Concrete Institute, 23(6), 781-790.DOI
6 
Shim, N. H., Park, Y. S. (2004), Experimental Study on the Strengthening Method of RC Beam Applied External Prestressing Using Strand or CFRP, Korea Institute for Structural maintenance and Inspection, 8(3), 207-215.Google Search
7 
Lee, B. J., Park, J. G., Kim, M. Y., Shin, H. M., Park, C. H. (2007), Experimental Study on Flexural Behavior of PSC I Girder and the Effect of External Prestressing, Korea Concrete Institute, 19(6), 755-762.DOI
8 
Oh, B. H., Kim, K. S., Lew, Y., Yoo, D. W. (2001), Ultimate Behavior and Load Distribution Characteristics of Prestressed Concrete Girder Bridges, Korea Society of Civil Engineers, 21(5A), 761-771.Google Search
9 
Han, M. Y., Park, S. K. (1999), A Strengthening method of PSC Girder Using External Prestressing and Glass Fiber Reinforcement, Korea Concrete Institute, 19((1-3)), 387-395.Google Search
10 
Naaman, A. E., Aldhairi, F. M. (1991a), Stress at Ultimate in Unbonded Post-Tensioning tendon: Part 1-Evaluation of the State of the Art, American Concrete Institute, 88(5), 641-651.Google Search
11 
Naaman, A. E., Aldhairi, F. M. (1991b), Stress at Ultimate in Unbonded Post-Tensioning tendon: Part 2-Proposed Methodology, American Concrete Institute, 88(5), 683-690.Google Search
12 
Naaman, A. E., Burns, N., French, C., Gamble, W. L., Mattock, A. H. (2002), Stresses in Unbonded Prestressing Tendons at Ultimate: Recommendation, American Concrete Institute, 99(4), 518-529.Google Search
13 
Ozkul, O., Nassif, H., Tanchan, P., Harajli, M. H. (2008), Rational Approach for Predicting Stress in Beams with Unbonded Tendons, American Concrete Institute, 105(3), 338-347.Google Search
14 
Back, S. C., Song, J. H., Kim, H. B., Kim, S. S. (2016), Reinforcement Effects Using V Type External Strands on PSC I Girder Bridges, Korea Institute for Structural maintenance and Inspection, 20(3), 049-057.DOI
15 
, Korea Concrete Institute. (2012), Structural Concrete Design Code, Korea Concrete Institute Seoul, 259-283.Google Search