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dc.creatorWilson, J. B.
dc.date1968-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1479
dc.identifier10.5459/bnzsee.1.2.92-97
dc.descriptionFollowing the disastrous Napier earthquake in New Zealand (1931) seismic resistant construction has been a factor in bridge design in New Zealand. An early Government instruction is as follows; “wherever possible the structures should be made monolithic, and where this is not possible all parts of the structure should be well tied together. Piers should be designed to resist an acceleration of one-tenth the weight of the super-structure”.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/1479/1390
dc.rightsCopyright (c) 1968 J. B. Wilsonen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 1 No 2 (1968); 92-97en-US
dc.source2324-1543
dc.source1174-9857
dc.titleNotes on bridges and earthquakesen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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