| dc.creator | Moss, P. J. | |
| dc.creator | Carr, A. J. | |
| dc.creator | Cooke, N. | |
| dc.creator | Kwai, Tan Fun | |
| dc.date | 1986-12-31 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/827 | |
| dc.identifier | 10.5459/bnzsee.19.4.255-262 | |
| dc.description | The response of bridge decks supported on elastomeric or a combination of elastomeric and lead-rubber bearings is computed and compared with the response of a bridge deck monolithically connected to piers designed to have a ductile behaviour. A study of the sensitivity of bridge response to changes in geometry was made using the El Centro 1940 N-S earthquake component. The geometrical changes covered a range of uniform pier heights, a range of number of spans. | en-US |
| dc.format | application/pdf | |
| dc.language | eng | |
| dc.publisher | New Zealand Society for Earthquake Engineering | en-US |
| dc.relation | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/827/802 | |
| dc.rights | Copyright (c) 1986 P. J. Moss, A. J. Carr, N. Cooke, Tan Fun Kwai | en-US |
| dc.rights | https://creativecommons.org/licenses/by/4.0 | en-US |
| dc.source | Bulletin of the New Zealand Society for Earthquake Engineering; Vol 19 No 4 (1986); 255-262 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | The influence of bridge geometry on the seismic behaviour of bridges
on isolating bearings | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
