Control of railway vehicle vibrations due to the effect of different superstructure stiffness in transition zones with rail irregularities
While railway vehicles are moving, a sudden change of superstructure stiffness in crossings at the starting and ending points of tunnels or bridges leads to undesired vibrations both on the track structure and in the vehicle. In this paper, simulations are performed by using a one-dimensional train-...
Main Authors: | Muzaffer Metin, Arif Ulu |
---|---|
Format: | Article |
Language: | English |
Published: |
Pamukkale University
2020-08-01
|
Series: | Pamukkale University Journal of Engineering Sciences |
Subjects: | |
Online Access: | https://dergipark.org.tr/tr/pub/pajes/issue/56390/782283 |
Similar Items
-
Monitoring and Expertise of Sections with a Sudden Change in Railway Track Stiffness—Transition Zones of Bridges
by: Stanislav Hodas, et al.
Published: (2023-08-01) -
Influence of the Condition of the Railway Superstructure on Traffic Noise on the Regional Line
by: Pultznerová Alžbeta, et al.
Published: (2022-12-01) -
Simulation of Torsional Vibration of Driven Railway Wheelsets Respecting the Drive Control Response on the Vibration Excitation in the Wheel-Rail Contact Point
by: Fritz Trimpe, et al.
Published: (2020-12-01) -
An influence of track stiffness discontinuity on pantograph base vibrations and catenary–pantograph dynamic interaction
by: Bryja Danuta, et al.
Published: (2020-06-01) -
Mitigation of Railway-Induced Ground Vibration by Soft Support Elements and a Higher Bending Stiffness of the Track
by: Lutz Auersch
Published: (2024-02-01)