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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2019-06 (Vol.31 No.3)
  4. 10.4334/JKCI.2019.31.3.251
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References

1 
Comite Euro-International Du Beton , 1990, CEB-FIP Model Code 1990; Design Code (CEB-FIP 1990), London, UK; Thoms Telford Services Ltd.Google Search
2 
European Committee for Standardization (CEN) , 2004, Eurocode 2: Design of concrete structures, Part 1-1: General rules and rules for buildings (Eurocode 2 2004), London, UK; British Standards Institute (BSI), BS EN 1992-1-1:2004, pp. 124-125Google Search
3 
European Committee for Standardization (CEN) , 1992, Eurocode 2: Design of concrete structures, Part 1: General rules and rules for buildings (Eurocode 2 1992), London, UK; British Standards Institute (BSI), DD ENV 1992-1-1:1992, pp. 171-172Google Search
4 
European Committee for Standardization (CEN) , 2004, Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings (Eurocode 4 2004), London, UK; British Standards Institute (BSI), BS EN 1994-1-1:2004, pp. 86-89Google Search
5 
European Committee for Standardization (CEN) , 1994, Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings (Eurocode 4 1994), London, UK; British Standards Institute (BSI), DD ENV 1994-1-1:1994, pp. 88-89Google Search
6 
Gilbert R. I, Time effects in Concrete Structures., 1988, Time effects in Concrete Structures., Amsterdam: Elsevier.Google Search
7 
Hanswille Gerhard, 1997, Cracking of Concrete Mechanical Models of the Design Rules in Eurocode 4, Composite Construction in Steel and Concrete III, pp. 420-433Google Search
8 
KCI , 2012, Concrete Design Code and Commentary., Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)Google Search
9 
König G, Tue N, 1991, Calculating the mean bond and steel stress in reinforced and prestressed concrete members, Darmstadt Concrete, Vol. 6Google Search
10 
Korea Institute of Bridge and Structural Engineering (KIBSE) , 2015, Korean Highway Bridge Design Code (Limit State Design) Commentary., eoul, Korea; Geonseoljeongbosa., pp. 127-129Google Search
11 
Youn S. G, Seol D. H, Ryu H. G, 2006, Cracking Behavior of Steel-Concrete Composite Girders at Negative Moment Region, Proceedings of the Korea Concrete Institute, Vol. 18, No. 1, pp. 402-405Google Search