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dc.creatorIngham, J.M.
dc.creatorLiddell, D.
dc.creatorDavidson, B.J.
dc.date2002-03-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/450
dc.identifier10.5459/bnzsee.35.1.1-16
dc.descriptionThis paper outlines the background to a variety of parameters that are considered in order to establish their suitability as performance descriptors. This assessment is made in conjunction with data collected from twelve tests on nominally identical beam plastic hinges that were tested using different loading histories. Candidate descriptors are categorised as those that consider displacements and those based on damage. A suite of damage indices is also considered. Preliminary comments are made regarding the response comparison of tests conducted using different loading histories.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/450/428
dc.rightsCopyright (c) 2002 J.M. Ingham, D. Liddell, B.J. Davidsonen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 35 No 1 (2002); 1-16en-US
dc.source2324-1543
dc.source1174-9857
dc.titleAn assessment of parameters describing the response of a reinforced concrete beamen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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