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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. 2015-07 (Vol.19 No.4)
  4. 10.11112/jksmi.2015.19.4.010
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References

1 
(2010), Korean Highway Bridge Design Code, Section 2.1 Load, 6-9.
2 
(2004), A Comparative Analysi of Existing Channel-Type Lining Board and New-Type lining Board Models, Journal of the Korean Society of Safety, (in Korean), 19(3), 78-83.Google Search
3 
(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.
4 
(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.
5 
(2005), An Experimental Study on the Fatigue Behavior of H & Channel-Type Lining Board, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean), 9(4), 209-216.Google Search
6 
(2012), A Case study on Effect of Compositeness for Temporary Bridge Integrated Lining Board and Girder, Journal of the Korean society of safety, (in Korean), 27(2), 34-41.Google Search