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    Displacement-based seismic assessment of existing reinforced concrete buildings

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    Date
    1996-12-31
    Author
    Priestley, M. J. N.
    Metadata
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    Abstract
    Seismic assessment of existing reinforced concrete frame and shear wall buildings is discussed. Building on an earlier preliminary assessment procedure incorporating aspects of capacity design into a systems approach for assessment, suggestions are made towards a displacement-based, rather than forced-based approach to determining available capacity. Based on results from recent experimental programs, procedures are proposed for assessing member strength including column and beam-column joint shear strength, that result in less conservative estimates of performance than would result from application of existing code rules.
    URI
    https://doi.org/10.5459/bnzsee.29.4.256-272
    Published in
    • Bulletin of the New Zealand Society for Earthquake Engineering

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