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    Behaviour of Steel Frames with Partial-Strength Beam-To-Column Connections

    Access Status
    Fulltext not available
    Authors
    Vimonsatit, Vanissorn
    Tin-Loi, F.
    Date
    2011
    Type
    Conference Paper
    
    Metadata
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    Citation
    Vimonsatit, V. and Tin-Loi, F. 2011. Behaviour of Steel Frames with Partial-Strength Beam-To-Column Connections, in Ho, L.H. (ed), 7th International Conference on Steel and Aluminium Structures (ICSAS) 2011, Jul 13 2011, pp. 298-303. Kuching, Malaysia: Research Publishing Services.
    Source Title
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS) 2011
    Source Conference
    7th International Conference on Steel and Aluminium Structures (ICSAS) 2011
    ISBN
    978-981-08-9247-0
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/13935
    Collection
    • Curtin Research Publications
    Abstract

    A large number of studies have been carried out to incorporate the nonlinear representation of connection behaviour into the analysis and design of steel structures. In the companion paper, a nonlinear analysis method is proposed for the load-deformation analysis of steel frames. The method is applicable to rigid and semirigid (with partial-strength beam-to-column connections) structures. The aim of this paper is to investigate the influences of connection rigidities on the behaviour of steel frame under the combination of geometric and material nonlinearity effects. The adopted analysis method is based on the four basic principles, namely, structural discretisation, static-kinematic duality, constitutive reciprocity and mathematical programming formulation. The method is capable of capturing the development of plastic hinge formations throughout the loading history. The ultimate load, the plastic hinge development and the frame behaviour based on the holonomic (path independent) and nonholonomic (path dependent) solutions of the analysed frame will be investigated and presented. Based on the numerical study, the effects of the geometric nonlinearity and partial-strength connections on the strength and stability of the frame structures will be highlighted.

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