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dc.contributor.authorLam, Dennis*
dc.date.accessioned2013-08-29T15:52:58Z
dc.date.available2013-08-29T15:52:58Z
dc.date.issued2002
dc.identifier.citationLam, D. (2002). Composite Steel Beams with Precast Hollow Core Slabs: Behaviour and Design. Progress in Structural Engineering and Materials, Vol. 4, No. 2, pp.179-185.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5638
dc.description.abstractThis article reviews the design and behaviour of composite beams with precast hollow core slabs in multi-storey buildings for gravity loading. A brief history of composite construction and introduction to precast¿composite construction is given, followed by an overview of recent research work on various factors affecting the design. This includes the push-off test procedure, the load¿slip characteristic of the headed shear studs and the design procedures for this type of construction. Finite element modelling of the headed stud shear connectors and the composite beams with precast hollow core slabs are presented. Finally, recommendations and future research work is also suggested.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://dx.doi.org/10.1002/pse.128en_US
dc.subjectComposite constructionen_US
dc.subject; Precast hollow core slabsen_US
dc.subject; Push-off testen_US
dc.titleComposite Steel Beams with Precast Hollow Core Slabs: Behaviour and Designen_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionpublished version paperen_US


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