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NTIS 바로가기Engineering structures, v.160, 2018년, pp.133 - 146
Yang, Fei (Corresponding author.) , Liu, Yuqing , Jiang, Zhibo , Xin, Haohui
Abstract Bolted connectors could be an alternative to replace conventional welded headed studs between steel girders and concrete slabs, which may benefit prefabricated construction and replacement of concrete slabs considering the life-cycle design of steel-concrete composite structures. In this p...
J Constr Steel Res Brozzetti 55 229 2000 10.1016/S0143-974X(99)00087-5 Design development of steel-concrete composite bridges in France
J Constr Steel Res Nakamura 58 1 99 2002 10.1016/S0143-974X(01)00030-X New technologies of steel/concrete composite bridges
J Constr Steel Res Oehlers 6 4 273 1986 10.1016/0143-974X(86)90008-8 The shear stiffness of stud shear connections in composite beams
J Constr Steel Res An 36 1 15 1996 10.1016/0143-974X(94)00036-H Push-out tests on studs in high strength and normal strength concrete
J Constr Steel Res Gattesco 38 1 1 1996 10.1016/0143-974X(96)00007-7 Experimental study on stud shear connectors subjected to cyclic loading
J Bridge Eng Badie 7 3 195 2002 10.1061/(ASCE)1084-0702(2002)7:3(195) Large shear studs for composite action in steel bridge girders
Eng Struct Shim 26 12 1853 2004 10.1016/j.engstruct.2004.07.011 Static behavior of large stud shear connectors
J Constr Steel Res Pallarés 66 2 198 2010 10.1016/j.jcsr.2009.08.009 Headed steel stud anchors in composite structures, Part I: shear
J Constr Steel Res Pallarés 66 2 213 2010 10.1016/j.jcsr.2009.08.008 Headed steel stud anchors in composite structures, Part II: tension and interaction
J Constr Steel Res Xue 67 6 957 2011 10.1016/j.jcsr.2011.01.013 Experimental study and numerical analysis of a composite truss joint
J Constr Steel Res Xue 74 8 1 2012 10.1016/j.jcsr.2011.09.017 Static behavior of multi-stud shear connectors for steel-concrete composite bridge
J Constr Steel Res Liu 83 2 21 2013 10.1016/j.jcsr.2012.12.020 Experimental and analytical study on fatigue behavior of composite truss joints
Eng Struct Lin 81 81 362 2014 10.1016/j.engstruct.2014.10.016 Behavior of stud connectors under combined shear and tension loads
Eng Struct Lin 117 130 2016 10.1016/j.engstruct.2016.03.014 Behavior of stud connections between concrete slabs and steel girders under transverse bending moment
J Infrastruct Syst Lachemi 13 3 225 2007 10.1061/(ASCE)1076-0342(2007)13:3(225) Bridge deck rehabilitation practices in North America
Structures Gheitasi 2 8 2015 10.1016/j.istruc.2014.12.001 Performance assessment of steel-concrete composite bridges with subsurface deck deterioration
Pract Periodical Struct Des Constr Umphrey 12 1 48 2007 10.1061/(ASCE)1084-0680(2007)12:1(48) Rapid replacement of four GDOT bridge decks
J Constr Steel Res Kwon 66 532 2010 10.1016/j.jcsr.2009.09.012 Behavior of post-installed shear connectors under static and fatigue loading
J Bridge Eng Kwon 16 4 536 2011 10.1061/(ASCE)BE.1943-5592.0000184 Experimental behavior of bridge beams retrofitted with postinstalled shear connectors
J Bridge Eng Kwon 17 2 310 2012 10.1061/(ASCE)BE.1943-5592.0000261 Parametric studies and preliminary design recommendations on the use of postinstalled shear connectors for strengthening noncomposite steel bridges
J Constr Steel Res Pavlović 88 134 2013 10.1016/j.jcsr.2013.05.003 Bolted shear connectors vs. headed studs behaviour in push-out tests
Pavlović M. Resistance of bolted shear connectors in prefabricated steel-concrete composite decks. University of Belgrade; 2013.
J Constr Steel Res Moynihan 99 47 2014 10.1016/j.jcsr.2014.03.008 Viability and performance of demountable composite connectors
J Constr Steel Res Chen 103 168 2014 10.1016/j.jcsr.2014.09.001 Behaviour of steel-precast composite girders with through-bolt shear connectors under static loading
J Struct Eng Dai 141 11 04015025 2015 10.1061/(ASCE)ST.1943-541X.0001267 Effect of concrete strength and stud collar size to shear capacity of demountable shear connectors
J Struct Eng Liu 141 6 04014149 2015 10.1061/(ASCE)ST.1943-541X.0001090 Behavior of high-strength friction-grip bolted shear connectors in sustainable composite beams
Finite Elem Anal Des Liu 108 54 2016 10.1016/j.finel.2015.09.004 Finite element modelling of steel-concrete composite beams with high-strength friction-grip bolt shear connectors
EN 1994-1-1 2004 2004 Eurocode 4: design of composite steel and concrete structures, Part 1-1: general rules and rules for buildings
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