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    ¿Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs.

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    Publication date
    2006
    Author
    Lam, Dennis
    Fu, F.
    Keyword
    Beam - column connections
    Steel - concrete composite beams
    Precast hollow core slabs
    Joint rotation characteristics
    Moment capacity
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    This paper is concerned with the behaviour of beam ¿ column connections of steel ¿ concrete composite beams with precast hollow core slabs. Experiments were carried out to investigate the joint rotation characteristics and ultimate moment capacity of these connections. Details of the test specimens, instrumentation, test set-up and test procedures are described. Results obtained for the connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these simple steel connections display the characteristics of a semi-rigid connection with very little extra cost.
    URI
    http://hdl.handle.net/10454/5777
    Version
    published version paper
    Citation
    Lam, D. and Fu, F. (2006). Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs. In: Composite Construction in Steel and Concrete V. [Proceedings of the fifth international conference on Composite Construction in Steel and Concrete, held in Kruger National Park, South Africa, July 18-23, 2004]. American Society of Civil Engineers. pp. 443-454
    Link to publisher’s version
    http://dx.doi.org/10.1061/40826(186)42
    Type
    Article
    Collections
    Engineering and Informatics Publications

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