| dc.contributor.author | Vokál, Marek | |
| dc.contributor.author | Drahorád, Michal | |
| dc.date.accessioned | 2019-03-05T06:45:30Z | |
| dc.date.available | 2019-03-05T06:45:30Z | |
| dc.date.issued | 2018 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2018, roč. 18, č. 2, s. 66-72 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/134121 | |
| dc.description.abstract | This paper deals with the way of calculating
the load-bearing capacity of masonry arch railway
bridges. It reviews the basic aspects of structural behaviour
of these bridges, such as material non-linearity
of masonry and interaction with the soil. Paper shows,
how to include second order analysis in the calculation,
because in some cases it might have non-negligible influence.
It reminds the requirements of standards and
shows, how to calculate the load-bearing capacity in
accordance with these requirements with influence of
mentioned non-linearities. | cs |
| 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.relation.uri | http://tces.vsb.cz/Home/ArticleDetail/465 | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | load-bearing capacity | cs |
| dc.subject | masonry | cs |
| dc.subject | material nonlinearity | cs |
| dc.subject | vault | cs |
| dc.title | The load bearing capacity of railway masonry arch bridges | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.31490/tces-2018-0019 | |
| dc.rights.access | openAccess | cs |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |