References
- Ministry of Land, Transport and Maritime Affairs, "Korean Highway Bridge Design Code(Limit State Design)", Korea Road and Transportation Association, 2012.
- Ministry of Land, Transport and Maritime Affairs, "Korean Highway Bridge Design Code", Korea Road and Transportation Association, 2010.
- E. S. Hwang, "Development of Vehicular Load Model using Heavy Truck Weight Distribution(I)-Data Collection and Estimation of Single Truck Weight", Journal of the Korean Society of Civil Engineers, Vol.29, No.3A, pp. 189-197, 2009.
- E. S. Hwang, "Development of Vehicular Load Model using Heavy Truck Weight Distribution(II)-Multiple Truck Effects and Model Development", Journal of the Korean Society of Civil Engineers, Vol.29, No.3A, pp. 199-207, 2009.
- H. H. Hwang and C. B. Joh, "Minimum Design Thickness of RC Deck Slabs for a composite Two-Girder Bridge Considering Serviceability and Constructability", Journal of the Korean Society of Civil Engineers, Vol. 25, No. 6A, pp. 981-988, 2005.
- 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.
- H. J. Lee and C. H. Jung, "Minimum Thickness of Long Span Bridge Deck Slabs for Two-Girder Bridges", Journal of the Korean Society of Civil Engineers, Vol. 27, No. 3A, pp. 303-311, 2007.
- H. H. Hwang, C. B. Joh, H. J. Yoon and B. S. Kim, "Punching and Fatigue Behavior of Long-Span Prestressed Concrete Deck Slabs", Engineering Structures, Vol. 32, Issue. 9, pp. 2861-2872, 2010. https://doi.org/10.1016/j.engstruct.2010.05.005
- C. H. Jung and H. J. Lee, "Static and Fatigue Behavior of the Long Span Precast Decks", Journal of the Korean Society of Civil Engineers, Vol. 23, No. 4A, pp. 721-731, 2003.
- W. J. Park and H. H. Hwang, "Prediction of Failure Mode Under Static Loading in Long Span Bridge Deck Slabs by FEM", Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 16, No. 4, pp. 52-59, 2012. https://doi.org/10.11112/jksmi.2012.16.4.052
- Korean Society of civil Engineers, "Commentary of Korean Highway Bridge Design Code", 2008.
- J. W. Park, H. H. Hwang, S. O. Kang, K. S. Cho and W. J. Park, "Evaluation for Relative Safety of RC Slab Bridge of Applying Limit State Design Code on Korean Highway Bridge", Journal of the Korean Society of Safety, Vol. 28, No. 5, pp. 41-48, 2013. https://doi.org/10.14346/JKOSOS.2013.28.5.41
Cited by
- Evaluation of Structural Performance of RC Deck Slabs by High-Strength Concrete vol.31, pp.3, 2016, https://doi.org/10.14346/JKOSOS.2016.31.3.89
- Minimum Thickness of Long-Span RC Deck Slabs for 2-girder Bridges Designed by 80 MPa Concrete vol.29, pp.5, 2014, https://doi.org/10.14346/JKOSOS.2014.29.5.097
- A Study on the Modified Simple Truss Model to Predict the Punching Shear Strength of PSC Deck Slabs vol.30, pp.5, 2015, https://doi.org/10.14346/JKOSOS.2015.30.5.67