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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2014-02 (Vol.26 No.1)
  4. 10.4334/JKCI.2014.26.1.003
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1 
1.Hiroo, M., Masato, Y., Yohei, T., and Kosuke, F., “Design of the Kinokawa Viaduct Composite Truss Bridge,” Proceedings of the 1st FIB Congress, Osaka, Japan, Composite Structures, 2002, pp. 371-380.Google Search
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2.Keiichi, A., Yuhei, T., Hideki, N., Yasuhiro, U. Toshiake, K., and Takashi, Y., “Design and Construction of Saru-tagawa Bridge and Tomoegawa Bridge,” Journal of Prestressed Concrete, Japan, Vol. 50, No. 3, 2005, pp. 5-11.Google Search
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6.Shim, C. S., Park, J. S., and Kim, K. S., “An Experimental Study on Joint Structures of Composite Truss Bridges,” Journal of Korean Society of Steel Construction, KSSC, 2007, Vol. 19, No. 3, pp. 303-312.Google Search
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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 Conference Steel and Aluminium Structures, Oxford, 2007, pp. 963-970.Google Search
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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.Google Search
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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 Conference on the Conceptual Approach to Structural Design, Venice, Italy, 2007, pp. 297-305.Google Search
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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).Google Search
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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)Google Search
12 
12.Jung, K. H., Yi, J. W., Lee, S. H., Kim, J. H. J., “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. (doi:http: //dx.doi.org/10.4334/JKCI.2011.23.3.303)Google Search
13 
13.Jung, K. H., Lee, S. H., Yi, J. W., Choi, J. H., and Kim, J. H. J., “Torsional Behavior of Hybrid Truss Bridge according to Connection Systems,” Journal of the Korea Concrete Institute, Vol. 25, No. 1, 2013, pp. 63-72. (doi:http://dx.doi.org/10.4334/JKCI.2013.25.1.063)Google Search
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