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. 2022-12 (Vol.26 No.6)
  4. 10.11112/jksmi.2022.26.6.93
XML PDF INFO REF

References

1 
Kim, H. S., Lee, I. K., and Park, Y. H. (2021), Deterioration Patterns and Chloride Attacks of Expressway Bridge under De-icing Salts Environments, Magazine of Korea Concrete Institute, KCI, 33(4), 14-18.URL
2 
Park, K. H., Seon, J. W., Lee, H. S., and Hwang, Y. K. (2018), Study on Reconstruction and Deterioration of RC Slab Bridges, Journal of Korea Concrete Institute, KCI, 30(2), 693-694.URL
3 
Kim, H. S., Kim, K. H., Choi, H. H., Kim, J. C., Kim, J. N., and Yoo, H. J. (2019), A study on the Detailed Design Guides of Durability for Bridge Members under De-icing Salts Environments, Korea Expressway Corporation Research Institute, 4-20.URL
4 
Korea Expressway Corporation (2015), Bridge Maintenance Strategies for Service Life 100 years, 61-71.URL
5 
Lee, I. K., Kim, W. S., Kang, H. T., and Seo, J. W. (2015), Analysis and Prediction of Highway Bridg Deck Slab Deterioration, Journal of the Korea Institute for Structural Maintenance and Instpection, 25, 245-253.DOI
6 
Jung, H. J., An, H. J., Park, K. T., Kim, Y. H., and Lee, J. H. (2021), Correlation Analysis between Damage of Expansion Joints and Response of Deck in RC Slab Bridges, Journal of the Korea Institute for Structural Maintenance and Instpection, 19, 68-75.DOI
7 
Nowak, A., and Szerszen, M. (2003), Life-Cycle Deterioraion Models for Concrete Deck Slabs, Proceeding of Life-Cycle Performance of Deteriorating Structures, ASCE, 133-140.DOI
8 
Kim, K. H., Park, C. H., Kim, H. S., Nam, M. S., Choi, H. H., and Kang, S. G. (2020), A Study on Establishment of Maintenance Strategy to Extend the Service Life of Bridge Deck Slab, Korea Expressway Corporation Research Institute.URL
9 
D. Cusson, Z. Lounis, and L. Diagle (2011), Durability Monitoring for Improved Service Life Predictions of Concrete Bridge Decks in Corrosive Environments, Computer-Aided Civil and Infrastructure Engineering, 26, 254-541.DOI
10 
Korea Expressway Corporation (2013), Improvement of Bridge Inspection System by Damage Analysis, 37-41.URL
11 
Ministry of Land, Infrastructure and Transport (2021), Road Bridge and Tunnel Status Report, 19-31.URL
12 
Cho, H. J., Oh, J., Park, K. N., Lee, H. J. (2008), Maintenance condition and Improving performance of Expansion Joint on Bridges, Journal of the Earthquake Engineering Society, EESK, 164-170.URL
13 
Shehata E. Abdel Raheem. (2009), Pounding Mitigation and Unseating Prevention at Expansion Joints of Isolated Multi-Span Bridges, Engineering Structures, 2345-2356.DOI
14 
Kawashima. K. (2000), Effects of Restrainers to Mitigate Pounding between Adjacent Decks Subjected to a Strong Ground Motion, 12th World Conference on Earthquake Engineering- 12WCEE, 10, 1435.URL
15 
Ministry of Land, Infrastructure and Transport (2016), Korean Highway Bridge Design Code(Limit State Design), Korea Road and Transportation Association, 71.URL
16 
Ministry of Land, Infrastructure and Transport (2019), Detailed Guideline of Safety Inspection and In-depth Inspection, Korea Infrastructure Safety and Technology Corporation.URL
17 
Ministry of Land, Infrastructure and Transport (2010), Korean Highway Bridge Design Code(Limit State Design), Korea Road and Transportation Association, 30-31.URL