| dc.contributor.author | Krejsa, Jan | |
| dc.contributor.author | Sýkora, Miroslav | |
| dc.date.accessioned | 2016-09-29T08:07:17Z | |
| dc.date.available | 2016-09-29T08:07:17Z | |
| dc.date.issued | 2016 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2016, roč. 16, č. 1, s. 39-46 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/112077 | |
| dc.description.abstract | This paper is focused on the reliability analysis of an existing reinforced concrete bridge from
1908. The load bearing capacity is assessed in accordance with valid standards using updated partial
factors and the partial factors for structural design. Load bearing capacities obtained by these
methods are critically compared. The application of the updated partial factors leads to 15 % higher
load bearing capacity than the ordinary partial factor method used for structural design. | cs |
| dc.format.extent | 1938557 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.language.iso | en | cs |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | concrete bridge | cs |
| dc.subject | load bearing capacity | cs |
| dc.subject | partial factors and target reliability | cs |
| dc.title | Updating material factors for assessment of historic reinforced concrete bridge | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |