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dc.creatorPham, L. T.
dc.date1988-06-30
dc.date.accessioned2020-01-13T11:20:52Z
dc.date.available2020-01-13T11:20:52Z
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/807
dc.identifier10.5459/bnzsee.21.2.135-139
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/1561
dc.descriptionThe seismic strength of 16 valve damping resistors in the HVDC transmission network of the Electricity Corporation of New Zealand (Electricorp) were upgraded to current design requirements using a base- isolation design. This paper discusses the design, the prototype-testing and outlines briefly the usefulness and limitations of spherically-ended rollers as a base-isolation support.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/807/782
dc.rightsCopyright (c) 1988 L. T. Phamen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 21 No 2 (1988); 135-139en-US
dc.source2324-1543
dc.source1174-9857
dc.titleA base-isolation design using spherically-ended rollers and telescopic shock absorbersen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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