[1]
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Korea Institute of Construction Technology, Development of Design and Construction system for hybrid cable stayed bridge, 2010.
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[2]
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Korea Institute of Construction Technology, Design Specific Technology for Ultra High Performance Concrete, 2010.
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[3]
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Korea Institute of Construction Technology, Development of Deck Systems for Hybrid Cable Stayed Bridge, 2010.
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[4]
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C.-H. Lee, W.-J. Chin, E.-S. Choi, and Y.-J. Kim, “An Experimental Study on the Joints in Ultra High Performance Precast Concrete Segmental Bridges, Journal of the Korea Concrete Institute, Vol. 23, No. 2., 2011. pp. 235-244.
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[5]
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J.-R. Cho, Y.J. Kim, J.S. Park, E.S. Choi, and B.-S. KIM, “Construction of Large-Sized UHPC Member for Cable Stayed Bridge”, Proceedings of the 5th International Concrete of Asian Concrete Federation (ACF2012), 2012, submitted for review.
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