1 |
ABAQUS (1998), User's Manual, Ver. 5.8, Hibbitt, Karlson and Sorensen, Inc
|
2 |
Amadio, C. and Fragiacomo, M. (2002), 'Effective width evaluation for steel-concrete composite beams', J. Constructional Steel Research, 58, 373-388
DOI
ScienceOn
|
3 |
Ansourian, P. (1975), 'An application of the method of finite elements to the analysis of composite floor systems', Proc. Insn. Civ. Engrs., Part 2, Issue 59, 699-726
|
4 |
El-Lobody, E. and Lam, D. (2002), 'Modelling of headed stud in steel - precast composite beams', Steel and Composite Structures, 2(5), 355-378
DOI
ScienceOn
|
5 |
Heins, C.P. and Fan, H.M. (1976), 'Effective composite beam width at ultimate load', J. Struct. Div., ASCE, 102(ST11),12538-2179
|
6 |
BS 8110 (1997): Parts 1,2, Structural Use of Concrete, 'Code of Practice for Design and Construction', British Standards Institution, London
|
7 |
EC4 (1994), DD ENV 1994-1-1, 'Design of Composite Steel and Concrete Structures. Part 1.1, General Rules and Rules for Buildings (with U.K National Application Document)', British Standards Institution, London
|
8 |
El-Lobody, E. and Lam, D. (2003), 'Finite element analysis of steel-concrete composite girders', Advances in Struct. Eng. - An Int. J., 6(4), 267-281
DOI
ScienceOn
|
9 |
Lam, D., Elliott, K.S. and Nethercot, D.A. (2000a), 'Experiments on composite steel beams with precast concrete hollow core floor slabs', Proc. of the Institution of Civil Engineers, Structures and Buildings, 140, 127-138
|
10 |
Lam, D., Elliott, K.S. and Nethercot, D.A. (2000b), 'Designing composite steel beams with precast concretehollow core slabs', Proc. of the Institution of Civil Engineers, Structures and Buildings, 140, 139-149
|