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1.Hiroo, M., Masato, Y., Yohei, T., and Kosuke, F., “Designof the Kinokawa Viaduct Composite Truss Bridge,” Proceedings of the 1st FIB Congress, Osaka, Japan, Composite Structures, 2002, pp. 371-380.
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2.Keiichi, A., Yuhei, T., Hideki, N., Yasuhiro, U., Toshiake, K., and Takashi, Y., “Design and Construction of Sarutagawa Bridge and Tomoegawa Bridge,” Journal of Prestressed Concrete, Japan, Vol. 50, No. 3, 2005, pp. 5-11.
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7.Shim, C. S., Park, J. S., Chung, C. H., and Kim, K. S., “Design and Experiments on Connection of Composite Truss Bridges,” Proceedings of 6th International ConferenceSteel and Aluminium Structures, Oxford, 2007, pp. 963-970.
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8.Jung, K. H., Kim K. S., Chung, C. H., and Shim, C. S., “An Experimental Study on the Horizontal Shear Strength of Composite Truss Joint according to the Structural Connection System,” Civil Expo 2007, Korean Society of Civil Engineers, Daegu, 2007, pp. 130-133.
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9.Jung, K. H., Kim, K. S., and Chung, W. S., “Flexural Behavior of Prestressed Concrete Hybrid Girder with Steel Webs,” Proceedings of 4th International Conferenceon The Conceptual Approach to Structural Design, Venice, Italy, 2007, pp. 297-305.
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10.Jung, K., Yi, J., and Kim, J. J., “Structural Safety of the Newly Developed Connection System of the Prestressed Concrete Hybrid Girder with Truss Web Section,” Proceedings of 8th Short and Medium Bridge Conference, CSCE, Niagara Falls, Canada, 2010, pp. 210(1-8).  
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11.Jung, K., Yi, J., and Kim, J. J., “Structural Safety and Serviceability Evaluations of Prestressed Concrete Hybrid Bridge Girders with Corrugated or Steel Truss Web Members,” Engineering Structures, Vol. 32, Issue 12, 2010, pp. 3866-3878. (doi: http://dx.doi.org/10.1016/j.engstruct. 2010.08.029)
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12.Jung, K. H., Lee, S. H., Choi, J. H., Choi, J. H., and Kim, J. J. H., “Study on the Torsional Behavior of the Hybrid Truss Bridges according to the Connection Systems,” Proceedings of the Korea Concrete Institute, Vol. 23, No. 2, 2011, pp. 79-80.
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13.Choi, J. H., Jung, K. H., Ha, J. H., and Kim, J. J. H., “A Study on the Torsional Stiffness of the Hybrid Truss Bridge,” Proceedings Journal of the Korea Concrete Institute, Vol. 23, No. 1, 2011, pp. 165-166.
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14.Jung, K. H., Yi, J. W., Lee, S. H., and Kim, J. J. H., “Fatigue Capacity Evaluation of Hinge Type Connection System for a Hybrid Truss Bridge,” Journal of the Korea Concrete Institute, Vol. 23, No. 3, 2011, pp. 303-310.
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17.Mo, Y. L. and Fan, Y.-L., “Torsional Design of Hybrid Concrete Box Girders,” Journal of Bridge Engineering, ASCE, Vol. 11, Issue 3, 2006, pp. 329-339. (doi: http:// dx.doi.org/10.1061/(ASCE)1084-0702(2006)11:3(329))
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18.Prestressed Concrete Technology Association (社團法人プレストレストコンクリート技術協會), Composite Bridge Design and Construction Standards (複合橋設計施工規準), Kibodang(技報堂), 2005, pp. 125-156.