Structural performance of steel-concrete composite deck for steel-box girder bridges

Author:

Kim Hyeong-Yeol,Jeong Youn-Ju,Kim Tae-Hyup,Park Sun-Kyu

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference12 articles.

1. CEN (European Committee for Standardization). (2002).Eurocode 4. prEN 1994. Design of Composite Steel and Concrete Structures.

2. Frits, C. W. and Peter, H. F. (1998)Diana User’s Manual: Nonlinear Analysis-release 7, TNO, Netherland.

3. Jeong, Y. J., Kim, H. Y., and Kim, S. H. (2005). “Partial-interacion analysis with push-out tests.”J. Constructional Steel Research, 61, pp. 1318–1331.

4. KICT (Korea Institute of Construction Technology). (2004).Development of steel-concrete composite deck for highway bridges (in Korea), Report No. KICT 2004-053.

5. Kim, H. Y. and Goo, H. B. (2006). “Composite Behavior of Perfobond Rib Shear Connector for Steel-concrete Decks (in Korean).”J. of Korean Society of Civil Engineers, Vol. 26, No. 1A, pp. 91–97.

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