| dc.creator | Parducci, Albert | |
| dc.creator | Mezzi, Marco | |
| dc.date | 1992-09-30 | |
| dc.date.accessioned | 2020-01-13T11:20:10Z | |
| dc.date.available | 2020-01-13T11:20:10Z | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/705 | |
| dc.identifier | 10.5459/bnzsee.25.3.193-202 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/1461 | |
| dc.description | A great number of Italian highway bridges have been provided with seismic isolating devices. As a typical
example of the criteria for the design of such structures the bridges of a new highway are illustrated. They are composed of various continuous multi-span sections. The seismic isolating systems have been designed on the basis of the dissipating behaviour of elastic-plastic restrainers. With reference to the cases studied, general considerations concerning the design of optimum structural configuration suggested by the use of seismic isolation, are also discussed. | 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/705/680 | |
| dc.rights | Copyright (c) 1992 Albert Parducci, Marco Mezzi | 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 25 No 3 (1992); 193-202 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Seismic isolation of bridges in Italy | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
