1 |
Korean Highway Bridge Design Code (2010) Section 2.1, Load, 6-9 (in Korean).
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2 |
Kim, D. H. and Kim, Y. S. (2004), A Comparative Analysis of Existing Channel-Type Lining Board and New-Type lining Board Models, Journal of the Korean Society of Safety, 19(3), 78-83 (in Korean).
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3 |
Kim, I. T., Kim, D. W., Choi, H. S., and Cheung, J. H. (2009), A Preliminary Study on the Reused Channel-Type Lining Board with Corrosion-Damage, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 13(4), 170-179 (in Korean).
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4 |
Kim, C. H., Yi, S. T., Kim, I. S., and Sim, T. M. (2015), Optimized Cross-section Suggestion through Parametric Study of a New Concept Lining Board, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 19(2), 84-91 (in Korean).
DOI
ScienceOn
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5 |
Lee, S. S. and Kim, D. H. (2005), An Experimental Study on the Fatigue Behavior of H & Channel-Type Lining Board, Journal of the Korea Institute for Structural Maintenance and Inspection, 9(4), 209-216 (in Korean).
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6 |
Yoon, W. H., Chung, J. S., Lee, J. S., Yoon, Y. S., and Yang, S. D. (2012), A Case study on Effect of Compositeness for Temporary Bridge Integrated Lining Board and Girder, Journal of the Korean society of safety, 27(2), 34-41 (in Korean).
DOI
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