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    • Bulletin of the New Zealand Society for Earthquake Engineering
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    The sliding hinge joint moment connection

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    Date
    2010-09-30
    Authors
    MacRae, Gregory A.
    Clifton, G. Charles
    Mackinven, Hamish
    Mago, Nandor
    Butterworth, John
    Pampanin, Stefano
    Metadata
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    Abstract
    A new friction moment joint for steel framed structures is described. It has a similar cost to conventional construction and is designed such that there is negligible damage to the frame or slabs. Experimental testing shows that steel, brass or aluminium shims can provide satisfactory friction resistance and that there is almost no damage to the frame during design level displacements. A method for establishing the dependable friction force is developed considering construction tolerances and bolt moment-axial-force-shear interaction. A design methodology for the joint and a design example are provided.
    URI
    https://doi.org/10.5459/bnzsee.43.3.202-212
    Published in
    • Bulletin of the New Zealand Society for Earthquake Engineering

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