| dc.contributor.author | Odrobiňák, Jaroslav | |
| dc.date.accessioned | 2016-03-04T10:09:07Z | |
| dc.date.available | 2016-03-04T10:09:07Z | |
| dc.date.issued | 2014 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2014, roč. 14, č. 1, s. 43-50 : il. | cs |
| dc.identifier.issn | 1213-1962 | cs |
| dc.identifier.uri | http://hdl.handle.net/10084/111312 | |
| dc.description.abstract | An experimental verification of actual flexural behavior of composite steel-concrete girder
bridge is presented. The comparison of the experimentally obtained values with the values calculated
using suitable computational model is also given in the paper. Introduction of changes in stiffness of
concrete slab due to concrete cracking into the global analysis is discussed, too. | cs |
| dc.format.extent | 1079029 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 | Verification of flexural behavior and simplified modeling of steel-concrete composite bridge | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |