| dc.contributor.author | Králik, Juraj | |
| dc.date.accessioned | 2016-03-04T13:17:58Z | |
| dc.date.available | 2016-03-04T13:17:58Z | |
| dc.date.issued | 2014 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2014, roč. 14, č. 1, s. 91-102 : il. | cs |
| dc.identifier.issn | 1213-1962 | cs |
| dc.identifier.uri | http://hdl.handle.net/10084/111332 | |
| dc.description.abstract | This paper describes the reliability analysis of concrete bubbler tower structure of nuclear
power plant with the reactor WWER 440 under high internal overpressure. There is showed summary
of calculation models and calculation methods for the probability analysis of the structural integrity
considering degradation effects and high internal overpressure. The uncertainties of the resistance and
the calculation model were taking in the account in the RSM method. | cs |
| dc.format.extent | 475422 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 | Probabilistic nonlinear analysis of reinforced concrete bubbler tower structure failure | cs |
| dc.type | article | cs |
| dc.description.abstract-en | This paper describes the reliability analysis of concrete bubbler tower structure of nuclear
power plant with the reactor WWER 440 under high internal overpressure. There is showed summary
of calculation models and calculation methods for the probability analysis of the structural integrity
considering degradation effects and high internal overpressure. The uncertainties of the resistance and
the calculation model were taking in the account in the RSM method. | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |