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    Collapse Behaviour of Cold-Formed Steel Structure at Elevated Temperatures

    Yong PM 2018.pdf (13.10Mb)
    Access Status
    Open access
    Authors
    Yong, Pei Ming
    Date
    2018
    Supervisor
    Lau Hieng Ho
    Type
    Thesis
    Award
    MPhil
    
    Metadata
    Show full item record
    Faculty
    Curtin Malaysia
    School
    Curtin Malaysia
    URI
    http://hdl.handle.net/20.500.11937/75245
    Collection
    • Curtin Theses
    Abstract

    This thesis describes a full-scale fire test and finite-element (FE) modelling carried out on a cold-formed steel structure. The structure was collapsed with an inwards asymmetrical collapse mechanism. The FE model was validated against the full-scale fire test results where the comparison shows that the FE results were in good correlation with the full-scale fire test results. The results presented in this thesis can contribute to practical design guidance for fire safety engineering.

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