1 Tsalkatidis, T., "The unilateral contact problem in composite slabs: Experimental study and numerical treatment" 66 (66): 480-486, 2010
2 Jeong, Y. J., "Longitudinal shear resistance of steel-concrete composite bridge deck" 2007
3 Marimuthu, V., "Experimental studies on composite deck slabs to determine the shear-bond characteristic(m-k)values of the embossed profiled sheet" 63 (63): 791-803, 2007
4 Kim H.Y., "Experimental investigation on behaviour of steel concrete composite bridge decks with perfobond ribs" 62 (62): 463-471, 2006
5 Emanuel Lopes, "Experimental and analytical behaviour of composite slabs" 국제구조공학회 8 (8): 361-388, 2008
6 CEN, "Eurocode 4: Design of composite steel and concrete structures"
7 Calixto, J. M., "Comparative study of longitudinal shear design criteria for composite slabs" 2 (2): 124-141, 2009
8 Tzaros, K. A., "A numerical model based on nonconvex nonsmooth optimization for the simulation of bending tests on composite slabs with profiled steel sheeting" 32 (32): 843-853, 2010
1 Tsalkatidis, T., "The unilateral contact problem in composite slabs: Experimental study and numerical treatment" 66 (66): 480-486, 2010
2 Jeong, Y. J., "Longitudinal shear resistance of steel-concrete composite bridge deck" 2007
3 Marimuthu, V., "Experimental studies on composite deck slabs to determine the shear-bond characteristic(m-k)values of the embossed profiled sheet" 63 (63): 791-803, 2007
4 Kim H.Y., "Experimental investigation on behaviour of steel concrete composite bridge decks with perfobond ribs" 62 (62): 463-471, 2006
5 Emanuel Lopes, "Experimental and analytical behaviour of composite slabs" 국제구조공학회 8 (8): 361-388, 2008
6 CEN, "Eurocode 4: Design of composite steel and concrete structures"
7 Calixto, J. M., "Comparative study of longitudinal shear design criteria for composite slabs" 2 (2): 124-141, 2009
8 Tzaros, K. A., "A numerical model based on nonconvex nonsmooth optimization for the simulation of bending tests on composite slabs with profiled steel sheeting" 32 (32): 843-853, 2010