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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. 2022-12 (Vol.26 No.6)
  4. 10.11112/jksmi.2022.26.6.238
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References

1 
Ho, S. W., Yoon, S. J., and Kim, K. S. (2016), Experimental study on structural behavior of wood frame joints strengthened with glass fiber sheet and carbon steel, Journal of the Architecutral Institute of Korea Structure & Construction, 18(2), 139-146.URL
2 
Kim, J. S., Cho, C. H., Shin, Y. S., and Cho, Y. H. (2010), Flexural strengthening characteristic of sleeper member traditional wooden architecture, Journal of the Korea Institute for Structural Maintance and Inspection, 14(2), 145-152.DOI
3 
Korea Construction Standards Center. (2016), Korean Design Standard KDS 41 33 00, Seoul, Korea.URL
4 
Lee, Y. T., Park, J. H., Hong, S. G., and Kim, S. H. (2015), A study of bond of structural timber and carbon fiber reinforced polymer plate, Materials Science (MEDŽIAGOTYRA), 21(4), 563-567.DOI
5 
Park, K. S., Lee, S. S., and Kwak, M. K. (2020), Evaluation on flexural performance of steel plate reinforced GLT beams, Journal of Korean Association for Spatial Structures, 20(2), 39-49.DOI
6 
Seo, S. Y., and Kim, M. S. (2013), Bond strength of near surface-mounted FRP plate in concrete corresponding to space and bond length, Journal of the Korea Concrete Institute, 25(1), 37-43.DOI
7 
Walline, D. R. (2016), Bond Analysis Between Fibre Reinforced Polymer (FRP) Rods and Timber Beams, B.A.Sc., University of British Columbia, Kelowna.URL
8 
Yoon, S. J., Ho, S. W., and Kim, K. S. (2016), An experimental study about flexural behavior of timber beam with near surface mounted CFRP Bar, Journal of the Architecutral Institute of Korea Structure & Construction, 18(2), 131-138.URL