Show simple item record

dc.creatorMcVerry, G. H.
dc.date1984-03-31
dc.date.accessioned2021-02-02T02:29:09Z
dc.date.available2021-02-02T02:29:09Z
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/899
dc.identifier10.5459/bnzsee.17.1.3-14
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/1802
dc.descriptionTwo sets of digitized earthquake records from the 17-storey reinforced concrete Vogel building in Wellington show considerable differences between the accelerations recorded by the basement and remote site instruments fifty metres apart. The records obtained on the massive box foundation are considerably attenuated for most frequencies above 1Hz, with peak horizontal accelerations ranging from 54% to 85% of the remote site values. Better matches of the measured responses are achieved using the basement records rather than the remote site records as the ground acceleration excitation applied to linear models derived using systematic identification techniques.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/899/874
dc.rightsCopyright (c) 1984 G. H. McVerryen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 17 No 1 (1984); 3-14en-US
dc.source2324-1543
dc.source1174-9857
dc.titleComparison of remote site and basement records as excitation of the Vogel buildingen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record