| dc.contributor.author | Králik, Juraj | |
| dc.contributor.author | Králik, Juraj jr. | |
| dc.date.accessioned | 2016-03-09T06:28:37Z | |
| dc.date.available | 2016-03-09T06:28:37Z | |
| dc.date.issued | 2014 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2014, roč. 14, č. 2, s. 63-72 : il. | cs |
| dc.identifier.issn | 1213-1962 | cs |
| dc.identifier.uri | http://hdl.handle.net/10084/111360 | |
| dc.description.abstract | This paper presents the experiences from the deterministic and probability analysis of the
reliability of communication bridge structure resistance due to extreme loads - wind and earthquake.
On the example of the steel bridge between two NPP buildings is considered the efficiency of the
bracing systems. The advantages and disadvantages of the deterministic and probabilistic analysis of
the structure resistance are discussed. The advantages of the utilization the LHS method to analyze
the safety and reliability of the structures is presented. | cs |
| dc.format.extent | 409020 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.title | Deterministic and probabilistic analysis of npp communication bridge resistance due to extreme loads | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |