| dc.creator | Pender, M. J. | |
| dc.date | 1983-12-31 | |
| dc.date.accessioned | 2021-02-02T02:29:11Z | |
| dc.date.available | 2021-02-02T02:29:11Z | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/914 | |
| dc.identifier | 10.5459/bnzsee.16.4.320-330 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/1816 | |
| dc.description | The earthquake response of a simple soil-structure interaction system is discussed. The nonlinear hysteretic properties of the soil, on which the structure is founded, are modelled. It is found that the nonlinear soil behaviour leads to a reduction in the response of the structure. | 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/914/889 | |
| dc.rights | Copyright (c) 1983 M. J. Pender | 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 16 No 4 (1983); 320-330 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Earthquake-soil structure interaction, spring and dashpot models, and real soil behaviour | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
