1 |
ABAQUS (2007), Software package, Version 6.7.
|
2 |
Chen S. and Jia Y. (2008), "Required and available moment redistribution of continuous steel-concrete composite beams", J. Constr. Steel. Res., 64(2), 167-175.
DOI
ScienceOn
|
3 |
Couchman G. and Lebet J.P. (1996), "A new design method for continuous composite beams", Struct. Eng. Inter., 6(2), 96-101.
DOI
ScienceOn
|
4 |
Ducret J.M. and Lebet J.P. (2001), "Plastic design of composite bridges", Stahlbau, 70(1), 26-37
DOI
ScienceOn
|
5 |
EBPlate (2006), Software package, www.cticm.com, CTICM.
|
6 |
Eurocode 1, European Standard (2003), Actions on structures, Part 2: Traffic loads on bridges, EN 1991 - 2.
|
7 |
Eurocode 3, European Standard (2007), Design of steel structures, Part 1-5: Plated structural elements, EN 1993 - 1 - 5.
|
8 |
Eurocode 4, European Standard (2007), Design of composite steel and concrete structures, Part 2: General rules and rules for bridges, EN 1994 - 2.
|
9 |
Fournier A., Picard A. and Massicotte B.(1994), "Ultimate strength of slender composite steel plate girder", Developments in short and medium span bridge engineering, Halifax.
|
10 |
Johansson B., Maquoi R and Sedlacek G.(2001), "New design rules for plated structures in Eurocode 3", J. Constr. Steel. Res, 57(3), 279-311.
DOI
ScienceOn
|
11 |
Johnson R.P. and Chen S. (1991), "Local buckling and moment redistribution in class 2 composite beams", Struct. Eng. Inter., 1(4), 27-34.
DOI
|
12 |
Johnson R.P. and Huang D. (1995), "Composite bridge beams with mixed - class cross sections", Struct. Eng. Inter., 5(2), 96-101.
DOI
|
13 |
Kurschner K. and Kuhlmann U.(2005), "Mechanical shear connections for composite steel and concrete girders", Stahlbau Kalender, 7, Ernst & Sohn, (in German).
|
14 |
Laane A. and Lebet J.P. (2005a), "Design of slender composite bridges considering available support region rotation capacity", Struct. Eng. Inter., 15(2), 105-112.
DOI
ScienceOn
|
15 |
Laane A. and Lebet J.P. (2005b), "Available rotation capacity of composite bridge plate girders under negative moment and shear", J. Constr. Steel. Res., 61(3), 305-327.
DOI
ScienceOn
|
16 |
Maquoi R. and Skaloud M. (2000), "Stability of plates and plated structures: General report", J. Const. Steel. Res, 55(1-3), 45-68.
DOI
ScienceOn
|
17 |
ONORM B 4002 (1970), Austrian national standard, Highway bridges, General rules for Construction.
|
18 |
Ollgaard J.G., Slutter R.G. and Fisher J.W. (1971), "Shear strength of stud connectors in lightweight and normalweight concrete", AISC Eng. J., April, 8(2), 55-64.
|
19 |
RVS 15.114 (1999), Austrian guideline for traffic loads due to heavy duty vehicles, Osterreichische Forschungsgemeinschaft fur StraBe und Verkehr.
|
20 |
Uttenthaler G. (2008), "Plastic moment capacity of composite highway bridges", diploma thesis at TU Graz. DN
|