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1 
Ahn, I. S., Park, Y. H., Chen, S. S. and O’Connor, J. (2012). “Live load distribution of hybrid fiber-reinforced polymer composite superstructure on the basis of field test.” Journal of the Tran-sportation Research Board, No. 2313, pp. 189-197.10.3141/2313-20Ahn, I. S., Park, Y. H., Chen, S. S. and O’Connor, J. (2012). “Live load distribution of hybrid fiber-reinforced polymer composite superstructure on the basis of field test.” Journal of the Tran-sportation Research Board, No. 2313, pp. 189-197.DOI
2 
Bakht, B. and Jaeger, L. G. (1985). Bridge analysis simplified, Mcgraw-Hill Book.Bakht, B. and Jaeger, L. G. (1985). Bridge analysis simplified, Mcgraw-Hill Book.Google Search
3 
Bettigole, R. A. (1996). “Nighttime re-decking with pre-cast exodermic bridge deck-case studies.” IBC-96-14, pp. 48-57.Bettigole, R. A. (1996). “Nighttime re-decking with pre-cast exodermic bridge deck-case studies.” IBC-96-14, pp. 48-57.Google Search
4 
Bettigole, R. A. and Higgins, C. (1999). “Nighttime redecking of the tappan zee bridge with a revised exodermic deck design.” IBC-99-10, pp. 16-29.Bettigole, R. A. and Higgins, C. (1999). “Nighttime redecking of the tappan zee bridge with a revised exodermic deck design.” IBC-99-10, pp. 16-29.Google Search
5 
Cai, C. S. (2005). “Discussion on AASHTO LRFD load distribution factors for slab-on-girder bridges.” Practice Periodical on Structural Design and Construction, Vol. 10. No. 3, pp. 171-176.10.1061/(ASCE)1084-0680(2005)10:3(171)Cai, C. S. (2005). “Discussion on AASHTO LRFD load distribution factors for slab-on-girder bridges.” Practice Periodical on Structural Design and Construction, Vol. 10. No. 3, pp. 171-176.Google Search
6 
FEA Ltd. (2002). Powerful FE technology for specialist applications, LUSAS Ver. 13.4.FEA Ltd. (2002). Powerful FE technology for specialist applications, LUSAS Ver. 13.4.Google Search
7 
Kim, S. H., Park, Y. H., Lee, S. Y. and Choi, J. H. (2008). “Experimental study on the flexural behavior of inverted t-shaped steel · concrete composite deck for bridges.” Journal of KSCE, Vol. 28, No. 3A, pp. 331-340 (in Korean).Kim, S. H., Park, Y. H., Lee, S. Y. and Choi, J. H. (2008). “Experimental study on the flexural behavior of inverted t-shaped steel · concrete composite deck for bridges.” Journal of KSCE, Vol. 28, No. 3A, pp. 331-340 (in Korean).Google Search