[1] C.G.salmon, and J.E. Johnson, structures Desing and Behavior,3rd ed.,New York,1992.
[2] Edder P .Essais pull-out inter- laboratories. Publication ICOM 464.Ecole polytchnique Federale d Lausanne.2003
[3] Chen S.Load Carrying capacity Of composite Slaps With Various endContraints.Journal Of Constructional Steel Research 2003;57:1267-87
[4]Ferreer M , Marimon F,Roure F,Crisinel M.Optimised desing of a new Profiled steel shet for composite slabs using 3d non-linear finiteelement.In:Proceedings of the 4th European Eurosteel conference on steel and composite structure,Maastrich, 8-10 June 2005
[5]Daniels BJ, Crisinel M. Composite slab behavior and strength analysis. Part II: Comparisons with test results and parametric analysis. Journal of Structural Engineering, ASCE 1993;119(1):36–49.
[6]Tenhovuri AI Leskela MV.Longitudinal shear resistance of composite slab.Journal of Constructional Steel Research 1998:46(1-3):228.
[7]Crisinel M Marimon F.A new simplified method for the design of composite slabs.J Costruct steel Res 2004:60:481-91
]8 [آئیننامه فولاد آمریکا، AISC، صص 257 الی 350، 1998.
]9[ آئیننامه فولاد ایران، مقررات ملی ساختمان مبحث دهم، صص 92 الی 195، 1387.
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