| dc.contributor.author | Moravčík, Milan | |
| dc.contributor.author | Moravčík, Martin | |
| dc.date.accessioned | 2016-09-27T07:44:45Z | |
| dc.date.available | 2016-09-27T07:44:45Z | |
| dc.date.issued | 2015 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 129-142 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/112063 | |
| dc.description.abstract | The paper is devoted dynamic effects in the track structure - the quasi-static excitation due to
moving load, as the important source for the response of track components in the low frequency area
(0 Hz < f < 40 Hz). The low-frequency track (the rail) response is associated with periodicity of
wheel sets, bogies, and carriages of passage trains, The periodicity of track loading is determined by
so called dominant frequencies f(d) at a position x of the track. | cs |
| dc.format.extent | 895501 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 | the quasi-static excitation | cs |
| dc.subject | moving load | cs |
| dc.subject | the low-frequency response | cs |
| dc.subject | the influence factor | cs |
| dc.subject | dominant frequencies | cs |
| dc.title | Track dynamic respose at low frequencies - dominant frequencies | cs |
| dc.type | article | cs |
| dc.rights.access | openAccess | |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |