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Journal of the Korea Concrete Institute

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

References

1 
Kim, K. S., Park, K. T., and Woo, T. R. (2022), Evaluation on the bending behavior after yield of RC beam by using image processing method(I): Focused on the compressive part, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 26(6), 1-10 (in Korean).DOI
2 
Moon, H. G. (2021), An experimental study on strength and deflection of RC flexural members with corroded reinforcements, Master dissertation, Seoul, Seokyeong University, Dept. of Urban Infra and Disaster Prevention Engineering.URL
3 
Woo, T. R., Jung, C. Y., Kim, I. T., Lee, J. H., and Cheung, J. H. (2020), Evaluation of the bending behavior of RC beam by using color-based image processing method, Journal of Korea Institute of Safety Inspection, KSMI, 24(4), 48-54 (in Korean).DOI
4 
Lee, J. H., Jung, C. Y., Woo, T. R., and Cheung, J. H. (2019), Post-yielding tension stiffening of reinforced concrete nembers using an image analysis method with a consideration of steel ratios, Advances in Concrete Construction, 7(2), 117-126DOI
5 
Ministry of Land, Infrastructure, and Transport (2015), Highway Bridge Design Standard(Limit State Design) (in Korean).URL
6 
Yoon. D. W. (2017), Behavioral characteristics of RC tensile member depending on the steel ratio by using image processing method, Master dissertation, Busan, Pusan National University, Dept. of Civil Engineering.URL
7 
Kim, J. I. (2009), A study on the flexural capacity of 150MPa ultra high-strength concrete beams, Master dissertation, Seoul, Hanyang University, Dept. of Architectural Environmental Engineering.URL
8 
Song, H. S. (2009), Flexural behavior of reinforced concrete beams strengthened with hybrid FRP sheet, Ph. D. dissertation, Seoul, Dongguk University, Dept. of Civil and Environmental Eng.URL
9 
Kim, J. K. (2004), An experiment of influence of shear reinforcements on the flexural ductility of reinforced concrete members, Master dissertation, Busan, Dong-a University, Dept. of Civil Engineering.URL
10 
Kent, D. C., and Park, R. (1971), Flexural members with confined concrete, Journal of Structural Division, ASCE, 97(7), 1969-1988.DOI
11 
Scott, B. D., Park, R., Preistley, M.J.N. (1982) Stress-strain behavior of concrete confined by overlapping hoops at low and high stress rate, ACI Journal Proceedings, 79(1), 13-27.URL