References
- J. W. Suh, J. Y. Rhee, B.S. Ku, H. S. Kim, J. C. Kim and D. C. Shin, "An Experimental Study of High-performance Concrete Bridge for Field Application", Korea Concrete Institute, 2007.
- Transportation Research Board 2013 Executive Committee, "High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks", NCHRP Report 733, 2013.
- H. H. Hwang, D. M. Yoo, S. Y. Park and B. S. Kim, "Optimized Design of UHPC Bridge Deck Slab for Hybrid Cable-stayed Girder Bridge", Proceeding of 13th REAAA Conference, pp. 4-19, 2009.
- H. H. Hwang, I. S. Yeo and K. H. Cho and S. Y. Park, "Evaluation of Flexural Strength for UHPC Deck Joints with Lap-Spliced Reinforced Steel Bar", Journal of The Korea Institute for Structural Maintenance and Inspection, Vol.15, No.6, pp. 92-99, 2011. https://doi.org/10.11112/jksmi.2011.15.6.092
- D. M. Yoo, H. H. Hwang, S. T. Kim and S. Y. Park, "An Experimental Study on the Shear Connection for UHPC Deck Bridge", Composites Research, Vol. 24, No. 5, pp. 29-33, 2011. https://doi.org/10.7234/kscm.2011.24.5.029
- B. S. Kim, K. T. Koh, S. Y. Park and K. J. Jung, "Development of SUPER Concrete with Compressive Strength of 80 - 180MPa and its Applications", The Magazine of the Korean Society of Civil Engineers, Vol. 62, No. 11, pp. 10-24, 2014.
- J. H. Bae, D. M. Yoo, H. H. Hwang, S. T. Kim, "Minimum Thickness of Long-Span RC Deck Slabs for 2-girder Bridges Designed by 80MPa Concrete", Journal of the Korean Society of Safety, Vol.29, No.5, pp. 97-103, 2014. https://doi.org/10.14346/JKOSOS.2014.29.5.097
- J. H. Bae, H. H. Hwang, S. Y. Park and K. H. Joh, "Evaluation of Structural Performance of RC Deck Slabs by High-Strength Concrete", Journal of the Korean Society of Safety, Vol.31, No.3, pp. 89-95, 2016. https://doi.org/10.14346/JKOSOS.2016.31.3.89
- Y. J. Kim, "Crack Damage and Durability Improvement of Highway Bridge RC Decks", The Magazine of Korea Infrastructure Safety Corporation, 1999.
- W. J. Park and H. H. Hwang, "Minimum Thickness of Long Span RC Deck Slabs for Composite 2-girder Bridges Designed by KL-510 Load Mode", Journal of the Korean Society of Safety, Vol.29, No.3, p. 72-78, 2014. https://doi.org/10.14346/JKOSOS.2014.29.3.072
- Ministry of Land, Infrastructure, and Transport, Korean Highway Bridges Design Code(Limte State Design Method), Korea Road Association, 2015.
- H. H. Hwang, C. B. Joh, J. W. Kwark and Y. W. Lee, "Minimum Design Thickness of Prestressed Concrete Deck Slabs for Composite Two-Girder Bridges", Journal of the Korean Society of Civil Engineers, Vol.26, No.1A, pp. 183-190, 2006.