1 Oehlers, D.J., "The shear stiffness of stud shear connections in composite beams" 6 (6): 273-284, 1986
2 Lee, P.G., "Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges" 61 (61): 1270-1285, 2005
3 JSCE, "Standard specifications for hybrid structures"
4 Ahn, J.H., "Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement" 66 (66): 1295-1307, 2010
5 Johnson, R.P., "Resistance of stud shear connectors to fatigue" 56 (56): 101-116, 2000
6 Zellner, W., "Recent designs of composite bridges and a new type of shear connectors" 1987
7 Aida Mazoz, "Push-out Tests on a New Shear Connector of I-shape" 한국강구조학회 13 (13): 519-528, 2013
8 Medberry, S.B., "Perfobond shear connector for composite construction" 39 (39): 2-12, 2002
9 Nakamura, S., "New technologies of steel/concrete composite bridges" 58 (58): 99-130, 2002
10 Leonhardt, F., "Neues, vorteilhaftes Verbundmittel für Stahlverbund-Tragwerke mit hoher Dauerfestigkeit" 82 (82): 325-331, 1987
1 Oehlers, D.J., "The shear stiffness of stud shear connections in composite beams" 6 (6): 273-284, 1986
2 Lee, P.G., "Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges" 61 (61): 1270-1285, 2005
3 JSCE, "Standard specifications for hybrid structures"
4 Ahn, J.H., "Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement" 66 (66): 1295-1307, 2010
5 Johnson, R.P., "Resistance of stud shear connectors to fatigue" 56 (56): 101-116, 2000
6 Zellner, W., "Recent designs of composite bridges and a new type of shear connectors" 1987
7 Aida Mazoz, "Push-out Tests on a New Shear Connector of I-shape" 한국강구조학회 13 (13): 519-528, 2013
8 Medberry, S.B., "Perfobond shear connector for composite construction" 39 (39): 2-12, 2002
9 Nakamura, S., "New technologies of steel/concrete composite bridges" 58 (58): 99-130, 2002
10 Leonhardt, F., "Neues, vorteilhaftes Verbundmittel für Stahlverbund-Tragwerke mit hoher Dauerfestigkeit" 82 (82): 325-331, 1987
11 Al-Darzi, S.Y.K., "Finite element simulation and parametric studies of perfobond rib connector" 4 (4): 122-127, 2007
12 FIB, "FIB bulletin 65: Model code 2010 – Final draft, (Volume 1)"
13 Furuichi, K., "Experimental study on shear strength of shear connectors using perforated plate" Kajima Technical Research Institute 1998
14 Kim, S.H., "Experimental study on shear connection in unfilled composite steel grid bridge deck" 66 (66): 1339-1344, 2010
15 Kim, S.H., "Experimental study on joint of spliced steel–PSC hybrid girder, part I : proposed parallel-perfobond-rib-type joint" 33 (33): 2382-2397, 2011
16 Cândido-Martins, J.P.S., "Experimental evaluation of the structural response of Perfobond shear connectors" 32 (32): 1976-1985, 2010
17 Shariati, A., "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete" 52 : 276-283, 2014
18 Liu, Y., "Experimental and analytical study on fatigue behavior of composite truss joints" 83 : 21-36, 2013
19 "EN 1994-1-1, Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings"
20 Lin, Z., "Behavior of stud connectors under combined shear and tension loads" 81 : 362-376, 2014
21 Hosaka, T., "An experimental study on shear characteristics of perfobond strip and its rational strength equations" 46A : 1593-1604, 2000
22 Oguejiofor, E.C., "A parametric study of perfobond rib shear connectors" 21 (21): 614-625, 1994