1 |
DIN 18800-5 (2007), Steel Structures - Part 5: Composite Structures of Steel and Concrete - Design and Construction.
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2 |
Eurocode 4 (1997), Design of Composite Steel and Concrete Structures Part 2: Composite Bridges(ENV 1994-2).
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3 |
Hyun, B. H., Chung, C. H., Shim, C. S., and Ma, H. W. (2005), Design of Horizontal Shear Strength of the Shear Connectors Between Precast Decks and PSC Girders, Journal of the Korean Society of Civil Engineers, 25(2A), 327-335 (in Korean).
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4 |
Korea Expressway Corporation, DAEWOO Institute of Construction Technology (2001), A Study on the Development of New-type Composite Box-Girder Bridge, Research Report, No. 01-30 (in Korean).
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5 |
Korean Highway Bridge Design Code (2010) Section 2.1, Load, pp.6-9 (in Korean).
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6 |
Lee, P. G., Shim, C. S., and Yoon, T. Y. (2003), Static Behavior of Large Stud Shear Connectors, Korean Society of Steel Construction, 15(6), 611-620 (in Korean).
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7 |
Yamamoto, M., and Nakamura, G. (1962), The Study on Shear Connectors, The Public Works Research Institute, Construction Ministry Japan, Vol. 5, Research Paper 9.
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8 |
Mattock, A. H., Li, W. K., and Wang, T. C. (1976), Shear Transfer in Lightweight Reinforced Concrete, PCI Journal, 21(1), 20-39.
DOI
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9 |
Menkulasi, F. (2002), Horizontal Shear Connectors for Precast Prestressed Bridge Deck Panels, Virginia Polytechnic Institute and State University.
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10 |
Viest, I. M. (1956), Investigation of Stud Shear Connectors for Composite and Steel T-beam, Journal of ACI, 27(8), 875-891.
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