1.John, H., and George, S., The Implementation of Full Depth UHPC Waffle Bridge Deck Panels, Federal Highway Admi-nistration Highways for LIFE Technology Partnerships Program, 2010.

2.Naaman, A. E., and Chandrangsu, K., “Innovative Bridge Deck System Using High-Performance Fiber-Reinforced Cement Composites”, ACI Structural Journal, Vol.101, No.1, 2004, pp.57-64 (doi: http://dx.doi.org/10.14359/12998).

3.Kang, S. T., and Ryu, G. S., “The Effect of Steel-Fiber Contents on the Compressive Stress-Strain Relation of Ultra High Performance Cementitious Composites (UHPCC)”, Journal of the Korea Concrete Institute, Vol.23, No.1, 2011, pp.67-75 (in Korean) (doi: http://dx.doi.org/10.4334/JKCI.2011.23.1.067).

4.Lee, K. C., Joh, C., Choi, E., and Kim, J., “Stud and Puzzle- Strip Shear Connector for Composite Beam of UHPC Deck and Inverted-T Steel Girder”, Journal of the Korea Concrete Institute, Vol.26, No.2, 2014, pp.151-157 (in Korean) (doi: http://dx.doi.org/10.4334 /JKCI.2014.26.2.151).

5.Yoo, S. W., Ahn, Y., Cha, Y., and Joh, C., “Experiment of Flexural Behavior of Composite Beam with Steel Fiber Reinforced Ultra High Performance Concrete Deck and Inverted-T Steel Girder,” Journal of the Korea Concrete Institute, Vol.26, No.6, 2014, pp.761-769 (in Korean) (doi: http:// dx.doi.org/10.4334 /JKCI.2014.26.6.761).

6.Korea Concrete Institute, Design Recommendations for Ultra- High Performance Concrete K-UHPC, KCI-M-12-003, Korea, 2012 (in Korean).

7.Association Française du Génil Civil (AFGC), “Bétons Fibrés à Ultra-Hautes Performances”, Association Française du Génil Civil, SETRA, France, 2002.

8.CEN. 1994-2 Eurocode 4 : Design of Composite Steel and Concrete Structures, Part 2 : General Rules and Rules for Bridges, 2005.

9.AASHTO, AASHTO LRFD Bridge Design Specifications, 4th Edition. Washington, D.C. 2007.