1.John, H. and George, S., The Implementation of Full Depth UHPC Waffle Bridge Deck Panels, Federal Highway Administration 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.Yang, I.H., Joh, C., and Kim, B.S., “Flexural Strength of Large-Scale Ultra High Performance Concrete Prestressed T-beams”, Canadian Journal of Civil Engineering, Vol. 38, 2011, pp. 1185-1195 (doi: http://dx.doi.org/10.1139/l11-078).

4.Graybeal, B.A., “Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder”, Journal of Bridge Engineering ASCE, Vol. 13, No. 6, 2008, pp. 602-610 (doi: http://dx.doi.org/ 10.1061/(ASCE)1084 -0702).

5.Lee, K.C., Cho, C.B., Choi, E.S., and Kim, J.S., “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).

6.European Commission, EUR 25321-Prefabricated Enduring Composit Beams Based on Innovative Shear Transmission (Preco-Beam), RFSR-CT-2006-00030, Final Report, 2009.

7.Feldman, M., Hechler O., Hegger, J., and Rauscher S., “Fatigue Behavior of Shear Connectors in High Performance Concrete”, International Conference on Composite Construction in Steel and Concrete Ⅵ, 2008, pp. 78-91.

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

9.Yang, I.H., Joh, C., Lee, J.W., and Kim, B.S., “ Torsional Behavior of Ultra-High Performance Concrete Squared Beams”, Engineering Structures, Vol. 56, 2013, pp. 372-383 (doi: http://dx.doi.org /10.1016/j.engstruct.2013.05.027).

10.Park, J.S., Kim, Y.J., Cho, J.R., and Jeon, S.J., “Characteristics of Strength Development of Ultra-High Performance Concrete according to Curing Condition”, Journal of the Korea Concrete Institute, Vol. 25, No. 3, 2013, pp. 295-304 (in Korean) (doi: http://dx.doi.org/10.4334/JKCI.2013.25. 3.295).

11.Ministry of Construction and Transportation. Korea Highway Bridge Design Code, 2010.

12.CEN, 1994-4-4 Eurocode 4 : Design of Composite Steel and Concrete Structures, Part 1-1 : General Rules and Rules for Buildings, 2004.

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

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