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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. 2017-04 (Vol.29 No.2)
  4. 10.4334/JKCI.2017.29.2.159
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1 
Youn, S.K., Shim, C.S., Chung, C.H., and Chang, S.P., “Determination Method for Longitudinal Prestressing Force in Precast Bridge Deck”, Journal of the Korean Society of Civil Engineers, Vol.18, No.6, 1998, pp.799-810.DOI
2 
Chung, C.H., Shim, C.S., Kim, Y.J., and Jang, S.W., “Static and Fatigue Tests on Composite Bridge using Precast Concrete Deck”, Journal of the Korean Society of Civil Engineers, Vol.19, No.5, 1999, pp.791-800.DOI
3 
Shim, C.S., Lee, P.G., Jang, S.W., and Chang, S.P., “The Static and Fatigue Behavior of Composite Steel-Concrete Beam with Precast Concrete Decks”, Journal of the Korean Society of Civil Engineers, Vol.19, No.3, 1999, pp.417-425.DOI
4 
Kim, Y.J., Chung, C.H., and Shim, C.S., “New Technology for Durable Concrete Bridgs Decks”, Magazine of the Korea Concrete Institute, Vol.16, No.2, 2004, pp.10-16.DOI
5 
Kim, I.G., Kim, Y.J., Kim, S.W., and Jang, S.K., “Rapid and Mechanized Construction of Bridge Deck with Precast Concrete Deck System used Longitudinal Tendon”, Magazine of the Korea Concrete Institute, Vol.19, No.3, 2007, pp.50-54.DOI
6 
Ryu, H.K., Chang, S.P., and Kim, Y.J., “Experimental Works on the Flexural Behavior of Precast Reinforced Concrete Decks with Loop Joints”, Journal of the Korean Society of Civil Engineers, Vol.23, No.3A, 2003, pp.479-486.DOI
7 
Shin, D.H., Park, S.J., Kang, M.K., Kim, I.G., and Kim, Y.J., “Technology Trends Review in Precast Deck Connections”, Proceedings of the Korea Institute for Structural Maintenance and Inspection, Vol.18, No.1, 2014, pp.132-135.DOI
8 
Kim, Y.J., Chung, C.H., and Park, C.L., “Application of Precast Concrete Bridge Decks for Rapid Construction”, Magazine of the Korea Concrete Institute, Vol.9, No.1, 1997, pp.68-75.DOI
9 
Shin, D.H., Park, S.J., Oh, H.C., Kim, I.G., and Kim, Y.J., “Evaluation on Flexural Performance of Precast Bridge Decks with Ribbed Connection”, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.19, No.3, 2015, pp.1-9.DOI
10 
Kim, Y.C., and Park, J.J., “An Application of Wheel-Running-Machine on Precast Concrete Decks Connected by Loop Joints”, Journal of the Korean Society of Civil Engineers, Vol.23, No.5A, 2003, pp.807-814.DOI
11 
Ryu, H.K., Kim, Y.J., and Chang, S.P., “Static and Fatigue Behavior of a Precast Deck with Joints in a Continuous Composite Two-Girder Bridge”, Journal of the Korean Society of Civil Engineers, Vol.25, No.5A, 2005, pp.801-811.DOI
12 
Chung, C.H., Sung, Y.E., Hyun, B.H., and Park, S.J., “Experimental Study on Connectability of Half-Depth Precast Deck Panels with Loop Joint”, Journal of the Korean Society of Civil Engineers, Vol.28, No.4A, 2008, pp.581-590.DOI
13 
Shin, D.H., Chung, C.H., Oh, H.C., Park, S.J., Kim, I.G., Kim, Y.J., Byun, T.G., and Kang, M.G., “Structural Behavior of Precast Concrete Deck with Ribbed Loop Joints in a Composite Bridge”, Smart Structures and Systems, Vol.17, No.4, 2016, pp.559-576.DOI
14 
Korean Concrete Institute, Design Specifications for Structural Concrete, Seoul, Korea, 2012.DOI
15 
Oh, H.C., Chung, C.H., Kang, M.G., Park, S.J., and Shin, D.H., “Evaluation on Flexural Performance of Precast Decks with Ribbed Joint by FEM”, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.20, No.1, 2016, pp.85-94.DOI