| dc.creator | Elms, David G. | |
| dc.date | 1980-03-31 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1027 | |
| dc.identifier | 10.5459/bnzsee.13.1.3-13 | |
| dc.description | Risk factors are used in some codes to allow for the
higher than normal consequences of the failure of essential
or important structures. A classification of high-risk structures is given, based on different reasons for high importance. Risk factors are then related to reliability factors, defined as the increases in reliability required compared with that for a normal building. By assuming reasonable values for reliability factors, a set of risk
factors is derived. Some of these correspond closely to those specified in the New Zealand code, while others differ markedly. | 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/1027/1000 | |
| dc.rights | Copyright (c) 1980 David G. Elms | 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 13 No 1 (1980); 3-13 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Reliability-based risk factors | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
