1 |
AASHTO (2004), "AASHTO LRFD Bridge Design Specification, SI units, 3rd edition", American Association of State Highway and Transportation Officials, Washington, D.C.
|
2 |
Ahn J.H., Kim S.H. and Jeong Y.J. (2008), "Shear behaviors of perfobond rid shear connector under static and cyclic loadings", Magazine.Con. Res., 60(5), 347-357.
DOI
ScienceOn
|
3 |
Ahn J.H., Jung C.Y., Kim S.H. (2010), "Evaluation on structural behaviors of prestressed composite beams using external prestressing member", Struct. Eng. Mech., 34(2), 247-275
DOI
|
4 |
Eurocode-4 ENV (2002), "Design of Composite Steel and Concrete Structures", Euro. Commi. Standard. (CEN).
|
5 |
Lam D., M.ASCE, Ehab El-Lobody (2005), "Behavior of Headed Stud Shear Connectors in Composite Beam", J. Struct. Eng. 131(1), 96-107
DOI
ScienceOn
|
6 |
Liang Q.Q., Uy B., Bradford M.A., Ronagh H.R. (2004), "Ultimate strength of continuous composite beams in combined bending and shear", J. Constr. Steel. Res. (8)60, 1109-128.
DOI
ScienceOn
|
7 |
Oehlers D.J. and Johnson R. P. (1987), "The Strength of Stud Shear Connections in Composite Beams", The Struct. Engr., 65B(2), 44-48.
|
8 |
Oehlers D.J., Nguyen N.T., Ahmed M. and Bradford M.A. (1997), "Partial Interaction in Composite Steel and Concrete Beams with Full Shear Connection," J. Construct. Steel Res., 41(2-3), 235-248.
DOI
ScienceOn
|
9 |
Oehlers D.J. and Bradford M.A. (1999), "Elementary Behavior of Composite Steel & Concrete Structural Members", Butterworth-Heinemannn, Oxford.
|
10 |
Queiroz F.D., Vellasco, P.C.G.S. and Nethercot, D.A. (2006), "Finite element modeling of composite beams with full and partial shear connection", J, Constr. Steel. Res., 63(4), 505-521.
|
11 |
Ranzi G. and Bradford M.A. (2007), "Composite beams with both longitudinal and transverse partial-interaction subjected to elevated temperatures", Eng. Struct., 29(10), 2737-2750.
DOI
ScienceOn
|
12 |
Ranzi G. and Bradford M.A. (2009), "Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method", Steel. Comp. Struc., 9(2), 131-158.
DOI
ScienceOn
|
13 |
Ryu H.K., Youn S.G., Bae D. and Chang S.P. (2005), "Estimation of Ultimate Strengths of Partial Shear Connection Composite Beams with Compact Section", Korea Society of Civil Engineers, 25(5A), 889-897.
|
14 |
Shim C.S. (2004), "Experiments on Limit State Design of Large Stud Shear Connectors", KSCE J. Civil. Engi., 8(3), 313-318.
DOI
ScienceOn
|
15 |
Da Silva V.D., Barros M.H.F.M., Julio E.N.B.S. and Ferreira C.C. (2009), "Closed form ultimate strength of multi-rectangle reinforced concrete sections under axial load and biaxial bending", Comp. Concrete., 6(6): 505-521.
DOI
|