Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2020-12 (Vol.24 No.6)
  4. 10.11112/jksmi.2020.24.6.146
XML PDF INFO REF

References

1 
Ahn, J. H., Nam, D. K., Lee, W. H., Huh, J., Kim, I. T. (2016), Evaluation of Compressive Strengths of Tubular Steel Members According to Corrosion Damage and Shape, 28(4), 213-222.DOI
2 
Andrade, C., Alonso, C. (1996), Corrosion Rate Monitoring in the Laboratory and On Site, 10(5), 315-328.DOI
3 
Hong, S., Lee, Y., Kim, S., Kim, J. (2018), Estimation of Compressive Strength of Reinforced Concrete Vertical and Horizonal Members Using Ultrasonic Pulse Velocity Method, 22(6), 197-205.DOI
4 
Jeong, Y., Kim, W., Lee, I., Lee, J., Kim, J. (2016a), Definition End-of-life Criterion and Prediction of Service Life for Bridge Maintenance, 20(4), 68-76.DOI
5 
Jeong, Y., Kim, W., Lee, I., Lee, J. (2016b), Development of Bridge Inspection Reliability and Improvement Strategy, 20(5), 50-57.DOI
6 
Jeong, Y., Kim, W., Lee, I., Lee, J. (2016c), Bridge Life Cycle Cost Analysis of Preventive Maintenance, 20(6), 1-9.DOI
7 
Lee, H., Lee, B., Oh, K., Kim, Y. (2015), Reliability Evaluation for Prediction of Concrete Compressive Strength through Impact Resonance Method and Ultra Pulse Velocity Method, 19(4), 18-24.DOI
8 
Lee, M. J., Ahn, J. H., Kim, I. T. (2014), Shear Buckling Strength and Behaviors of Steel Plate Girder with Asymmetrical Shear Resistant Web Panel by Local Corrosion, 26(2), 105-118.DOI
9 
Kim, I., Chang, H. J., Cheung, J. Y. (2010), An Experimental Study on the Evaluation of Residual Tensile Load-carrying Capacity of Corroded Steel Plates of Temporary Structure, 22(5), 399-409.Google Search
10 
Kim, I., Lee, M., Shin, C. (2011), An Experimental Study on Evaluation of Axially Compressive Buckling Strength of Corroded Temporary Steel, 19(4), 18-24.DOI
11 
Kim, M. W., Oh, H., Oh, K. C. (2016), Estimating the Compressive Stregnth of High-Strength Concrete Using Surface Rebound Value and Ultrasonic Velocity, 20(2), 1-9.DOI
12 
Korean Agency for Technology and Standards KATS, (2018), Testing method for velocity of ultrasonic pulses to conclude compressive strength of concrete, KS F 2731Google Search
13 
KOSIS, (2015), Status of the National Bridges and Tunnels in Republic of Korea, Korea Statistical Information Service, KoreaGoogle Search
14 
Kwon, S. J., Park, S. S. (2012), Non Destructive Technique for Steel Corrosion Detection Using Heat Induction and IR Thermography, 16(2), 40-48.DOI
15 
Yun, J., Paik, I., Cho, S., Chung, L. (2006), Non-Destructive Corrosion Measurement Technique of Reinforcing Bars Using Infrared Thermography according to Atmosphere Temperature, 18(2), 233-236.Google Search