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dc.creatorCousins, W. J.
dc.creatorRobinson, W. H.
dc.creatorMcVerry, G. H.
dc.date1992-09-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/703
dc.identifier10.5459/bnzsee.25.3.167-174
dc.descriptionSignificant extensions to the technology for seismic-isolation were required for three recent applications in New Zealand. The structures isolated were a new Central Police Station in Wellington, a printing press hall built in Petone for Wellington Newspapers Ltd., and capacitor banks at Haywards substation near Lower Hutt. In each case the isolating devices were tested to verify their performance characteristics. This paper presents the results of the testing. The devices were a lead-extrusion damper rated at 250 kN load ± 400 mm stroke, a lead-rubber bearing measuring 609 mm x 609 mm x 460 mm, and a steel taper-beam damper rated at 10.6 kN load ± 200 mm stroke.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/703/678
dc.rightsCopyright (c) 1992 W. J. Cousins, W. H. Robinson, G. H. McVerryen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 25 No 3 (1992); 167-174en-US
dc.source2324-1543
dc.source1174-9857
dc.titleRecent developments in devices for seismic isolationen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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