Behaviour of lightweight concrete slabs acting compositely with steel I-sections

References

Page 1

	Year	Citations
Steel–Concrete Composite Beams Considering Shear Slip Effects Jianguo Nie, C.S. Cai Journal of Structural Engineering EngineeringComposite BeamsCivil EngineeringReinforced ConcreteStructural Analysis	2003	256
Time-Dependent Analysis of Shear-Lag Effect in Composite Beams Luigino Dezi, Fabrizio Gara, Graziano Leoni, Journal of Engineering Mechanics Slab LossEngineeringMechanicsMechanical EngineeringCivil Engineering	2001	92
Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder Methee Chiewanichakorn, Amjad J. Aref, Stuart S. Chen, Journal of Structural Engineering	2004	61
Experimental evaluation of effective width in steel–concrete composite beams Claudio Amadio, C. Fedrigo, Massimo Fragiacomo, Journal of Constructional Steel Research EngineeringCivil EngineeringReinforced ConcreteStructural PerformanceConcrete Structures	2003	60
Effective flange width provisions for composite steel bridges Il-Sang Ahn, Methee Chiewanichakorn, Stuart S. Chen, Engineering Structures Composite Steel BridgesBridge DesignEngineeringCivil EngineeringStructural Steel	2004	49
A simplified method for the determination of the effective width due to shear lag effects Gerhard Sedlacek, S. Bild Journal of Constructional Steel Research Lag EffectsSimplified MethodEngineeringMechanicsMechanical Engineering	1993	40
Effective width of steel–concrete composite beam at ultimate strength state Jianguo Nie, Chunyu Tian, C.S. Cai Engineering Structures EngineeringMechanical EngineeringCivil EngineeringStructural ApplicationStructural Performance	2007	40

Page 1