Optimum joint detail for a general cold-formed steel portal frame

James Lim

    Research output: Contribution to journalArticlepeer-review

    18 Citations (Scopus)

    Abstract

    In the design of cold-formed steel portal frames it is essential that joint flexibility is taken into account in frame analysis. This paper describes optimisation of the joint detail of a cold-formed steel portal frame, conducted concurrently with frame analysis. It is one of the outputs of an Industrial CASE award on the design of cold-formed steel portal frames, which is being used to support a KTP application.
    Original languageEnglish
    Pages (from-to)1623-1640
    Number of pages18
    JournalAdvances in Structural Engineering
    Volumein press
    Issue number9
    Publication statusPublished - 01 Sep 2012

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Building and Construction

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