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An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction Cover

An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction

Studia Geotechnica et Mechanica
Volume 42 (2020): Issue 2 (June 2020)
By: Danuta Bryja and  Adam Hyliński  
Open Access
|Jun 2020

Authors

Danuta Bryja

danuta.bryja@pwr.edu.pl

Department of Bridges and Railways, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wrocław, Poland

Adam Hyliński

Department of Bridges and Railways, Faculty of Civil Engineering, Wrocław University of Science and Technology, Wrocław, Poland
DOI: https://doi.org/10.2478/sgem-2019-0035 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 111 - 124
Submitted on: Aug 20, 2019
|
Accepted on: Nov 3, 2019
|
Published on: Jun 30, 2020
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
catenary–train–track system,
track stiffness discontinuity,
railway vehicle suspension,
vibration simulations,
catenary–pantograph dynamic interaction
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2020 Danuta Bryja, Adam Hyliński, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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