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dc.creatorMatthewson, C. D.
dc.creatorDavey, R. A.
dc.date1979-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1042
dc.identifier10.5459/bnzsee.12.4.340-345
dc.descriptionThe design and the analysis of an irregular six storey office building are described. The building has an unconventional earthquake resisting system: a precast concrete cross-braced perimeter frame incorporating force-limiting devices (termed "inserts") in the form of enclosed axially yielding short steel members. A series of inelastic dynamic analyses indicates that the system very effectively combines the inherent strength and stiffness of the cross-braced frame with the energy-dissipating function of the yielding inserts. Cost estimates indicate that the system is a particularly economic one.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/1042/1015
dc.rightsCopyright (c) 1979 C. D. Matthewson, R. A. Daveyen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 12 No 4 (1979); 340-345en-US
dc.source2324-1543
dc.source1174-9857
dc.titleDesign of an earthquake resisting building using precast concrete cross-braced panels and incorporating energy absorbing devices
en-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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