Track Dynamic Response At Low Frequencies – Dominant Frequencies
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...
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Sciendo
2015-12-01
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| Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
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| Online Access: | http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0018/tvsb-2015-0018.xml?format=INT |
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doaj-7b07765c1cb54152bebf5e395987edf92020-11-24T20:59:26ZengSciendoTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242015-12-0115210.1515/tvsb-2015-0018tvsb-2015-0018Track Dynamic Response At Low Frequencies – Dominant FrequenciesMoravčík Milan0Moravčík Martin1 Milan Moravčík, Prof., Department of Structural Mechanics, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina, Slovakia Martin Moravčík, Doc., Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina, SlovakiaThe 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.http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0018/tvsb-2015-0018.xml?format=INTThe quasi-static excitationmoving loadthe low-frequency responsethe influence factordominant frequencies |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Moravčík Milan Moravčík Martin |
| spellingShingle |
Moravčík Milan Moravčík Martin Track Dynamic Response At Low Frequencies – Dominant Frequencies Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series The quasi-static excitation moving load the low-frequency response the influence factor dominant frequencies |
| author_facet |
Moravčík Milan Moravčík Martin |
| author_sort |
Moravčík Milan |
| title |
Track Dynamic Response At Low Frequencies – Dominant Frequencies |
| title_short |
Track Dynamic Response At Low Frequencies – Dominant Frequencies |
| title_full |
Track Dynamic Response At Low Frequencies – Dominant Frequencies |
| title_fullStr |
Track Dynamic Response At Low Frequencies – Dominant Frequencies |
| title_full_unstemmed |
Track Dynamic Response At Low Frequencies – Dominant Frequencies |
| title_sort |
track dynamic response at low frequencies – dominant frequencies |
| publisher |
Sciendo |
| series |
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
| issn |
1804-4824 |
| publishDate |
2015-12-01 |
| description |
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. |
| topic |
The quasi-static excitation moving load the low-frequency response the influence factor dominant frequencies |
| url |
http://www.degruyter.com/view/j/tvsb.2015.15.issue-2/tvsb-2015-0018/tvsb-2015-0018.xml?format=INT |
| work_keys_str_mv |
AT moravcikmilan trackdynamicresponseatlowfrequenciesdominantfrequencies AT moravcikmartin trackdynamicresponseatlowfrequenciesdominantfrequencies |
| _version_ |
1716782350813102080 |