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    • Bulletin of the New Zealand Society for Earthquake Engineering
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    Maximum yield stress in reinforced concrete frames

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    Date
    1969-09-30
    Author
    Mackenzie, D. S.
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    Abstract
    In the past steelmakers have tried to ensure that the yield stress of their reinforcing bars has always been above the specified minimum. It now appears that for earthquake moment resisting frames it should always be below some known maximum stress. Such a stress could with justification be included in the Standard Specification for the reinforcing concerned.
    URI
    https://doi.org/10.5459/bnzsee.2.3.267-269
    Published in
    • Bulletin of the New Zealand Society for Earthquake Engineering

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