Wellington Central Police Station base isolation maintenance
Item
Title (Dublin Core)
en-US
Wellington Central Police Station base isolation maintenance
Description (Dublin Core)
en-US
Wellington Central Police Station was built in the late 1980s. Its 10-storey tower block featured robust X-bracing around the perimeter and strong floor diaphragms to distribute earthquake actions amongst the perimeter frames, thus making it extremely stiff. To provide the ductility required by the 1984 Loadings Standard, the tower block was supported on a base isolation system that allowed up to 400 millimetres of movement in any horizontal direction.
This paper describes investigations into the continuing serviceability of the base isolation parts, and the remedial maintenance required.
This paper describes investigations into the continuing serviceability of the base isolation parts, and the remedial maintenance required.
Creator (Dublin Core)
Smart, C. R.
Publisher (Dublin Core)
en-US
New Zealand Society for Earthquake Engineering
Date (Dublin Core)
2013-09-30
Type (Dublin Core)
info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
en-US
Article
Format (Dublin Core)
application/pdf
Identifier (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/183
10.5459/bnzsee.46.3.141-156
Source (Dublin Core)
en-US
Bulletin of the New Zealand Society for Earthquake Engineering; Vol 46 No 3 (2013); 141-156
2324-1543
1174-9857
Language (Dublin Core)
eng
Relation (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/183/170
Rights (Dublin Core)
en-US
Copyright (c) 2013 C. R. Smart
en-US
https://creativecommons.org/licenses/by/4.0
