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Journal of the Korea Concrete Institute

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

References

1 
(2009), Abaqus analysis user's manual version 6.9
2 
(2014), “Minimum thickness of long-span RC deck slabs for 2-girder bridges designed by 80MPa concrete”, Journal of the Korean Society of Safety, 29(5), 97-103.
3 
(1989), Concrete and Concrete Structure : Numerical Modeling and Applications
4 
(1982), Plasticity in Reinforced Concrete
5 
(2008), “Experimental study on connectability of half-depth precast deck panels with loop joint”, Journal of the Korean Society of Civil Engineers, 28(4A), 581-590.
6 
(2004), Evaluation and Experiment of Prefabricated PC Manhole Joint, Research Report
7 
(1951), A Study of Combined Bending and Axial Load in Reinforced Concrete Members, Bulletin 399
8 
(2003), “Bending behavior of joint section according to connection methods between precast decks”, Proceedings of the Korean Society of Civil Engineers
9 
(2014), “Strength evaluation on sectional members of prefabricated precast concrete arch with reinforced joint”, Journal of the Korean Society of Civil Engineers, 34(5), 1363-1372.
10 
(2007), “Stress-strain characteristics of clay brick masonry under uniaxial compression”, Journal of Material in Civil Engineering, 19(9), 728-739.
11 
(2007), “Rapid and mechanized construction of bridge deck with precast concrete deck system used longitudinal tendon”, Journal of the Korea Concrete Institute, 19(3), 50-54.
12 
(2012), Concrete structural design specification and commentary
13 
(2009), Structure foundation design
14 
(1969), “Behavior of concrete under biaxial stresses”, Journal of American Concrete Institute, 66(8), 656-666.
15 
(2010a), “Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept Development”, Journal of bridge engineering, 15(3), 327-336.
16 
(2010b), “Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: fatigue evaluation”, Journal of bridge engineering, 15(5), 511-522.
17 
(2014), “Experimental study on the behavioral characteristics of connections between precast segmental bridge decks”, Proceedings of the Korean Society of Civil Engineers
18 
(2011), “Flexural testing of precast bridge deck panel connections”, Journal of bridge engineering, 16(3), 422-430.
19 
(2005), “Static and fatigue behavior of a precast deck with joints in a continuous composite two-girder bridge”, Journal of the Korean Society of Civil Engineers, 25(5A), 801-811.
20 
(2003), “Bending tests of precast deck with loop joints”, Proceedings of the Korea Concrete Institute
21 
(2007), “Experimental study on prefabricated concrete bridge girder-to-girder intermittent bolted connections system”, Journal of bridge engineering, 12(5), 570-584.
22 
(2015), “Evaluation on flexural performance of precast bridge decks with ribbed connection”, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(3), 1-9.
23 
(2014), “Technology trends review in precast deck connections”, Proceedings of the Korea Institute for Structural Maintenance and Inspection, 18(1), 132-135.
24 
(2009), “Nonlinear analysis of CFT truss girder with the arch-shaped lower chord”, Journal of the Korean Society of Civil Engineers, 29(6A), 625-639.