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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2018-03 (Vol.22 No.2)
  4. 10.11112/jksmi.2018.22.2.043
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1 
DIN 18800-5 (2007), Steel Structures - Part 5: Composite Structures of Steel and Concrete - Design and Construction.
2 
Eurocode 4 (1997), Design of Composite Steel and Concrete Structures Part 2: Composite Bridges(ENV 1994-2).
3 
(2005), Design of Horizontal Shear Strength of the Shear Connectors Between Precast Decks and PSC Girders., Journal of the Korean Society of Civil Engineers, [in Korean]., 25(2A), 327-335.Google Search
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).
5 
Korean Highway Bridge Design Code (2010), Section 2.1, Load, pp.6-9 (in Korean).
6 
(2003), Static Behavior of Large Stud Shear Connectors., Korean Society of Steel Construction, [in Korean]., 15(6), 611-620.Google Search
7 
(1976), Shear Transfer in Lightweight Reinforced Concrete., PCI J., 21(1), 20-39.
8 
(2002), Horizontal Shear Connectors for Precast Prestressed Bridge Deck Panels, Virginia Polytechnic Institute and State University.
9 
(1956), Investigation of Stud Shear Connectors for Composite and Steel T-beam., Journal of ACI, 27(8), 875-891.
10 
(1962), The Study on Shear Connectors, The Public Works Research Institute, Construction Ministry Japan, Vol. 5, Research Paper 9.