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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 
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4 
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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
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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
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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