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dc.contributor.authorLam, Dennis*
dc.contributor.authorFu, F.*
dc.date.accessioned2013-05-28T13:42:36Z
dc.date.available2013-05-28T13:42:36Z
dc.date.issued2005
dc.identifier.citationLam, D. and Fu, F. (2005). Behaviour of composite steel beams with precast hollow core slabs in hogging moment regions. In: Proceedings of the 4th International Conference on Advances in Steel Structures by Z.Y. Shen, G.Q. Li and S.L. Chan (Eds.). ICAS, 13-15 June, 2005, Shanghai, China. Vol. 1, pp 617-622.en_US
dc.identifier.urihttp://hdl.handle.net/10454/5550
dc.descriptionNoen_US
dc.description.abstractThe chapter discusses the behavior of composite steel beams with precast hollow core slabs in hogging moment regions. Full-scale composite beams to column semi-rigid connections with precast hollow core slabs are tested in the chapter. The chapter presents a steelwork connection consists of a flush end plate bolted to column flanges. The main variables studied are shear stud's spacing and degree of shear connection. Comprehensive instrumentations are used for all the tests, based on the experimental data, and equations to predict the rotation and the moment capacity for this type of composite connection are proposed in the chapter. A precast composite hollow core floor is a newly developed composite system for building that use precast hollow core slabs as the structural flooring. However, research on composite construction incorporating steel beams with precast hollow core slabs is still relatively new in comparison to the more traditional composite metal deck flooring.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://dx.doi.org/10.1016/B978-008044637-0/50089-5en_US
dc.subjectCompositesen_US
dc.subjectSteel Beamsen_US
dc.subjectPrecasten_US
dc.subjectHollow-Core Slabsen_US
dc.subjectHogging-Momenten_US
dc.titleBehaviour of composite steel beams with precast hollow core slabs in hogging moment regionsen_US
dc.status.refereedYesen_US
dc.typeConference paperen_US
dc.type.versionNo full-text available in the repositoryen_US


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