A platform for research: civil engineering, architecture and urbanism
Numerical analysis of beam rail bridges with random track irregularities
The study focuses on dynamic analysis of composite bridge / track structure / train systems (BTT systems) with random vertical track irregularities taken into consideration. The paper presents the results of numerical analysis of advanced virtual models of series-of-types of single-span simply-supported railway steel-concrete bridges (SCB) with symmetric platforms, located on lines with the ballasted track structure adapted to traffic of high-speed trains.
Numerical analysis of beam rail bridges with random track irregularities
The study focuses on dynamic analysis of composite bridge / track structure / train systems (BTT systems) with random vertical track irregularities taken into consideration. The paper presents the results of numerical analysis of advanced virtual models of series-of-types of single-span simply-supported railway steel-concrete bridges (SCB) with symmetric platforms, located on lines with the ballasted track structure adapted to traffic of high-speed trains.
Numerical analysis of beam rail bridges with random track irregularities
Podwórna Monika (author)
2018
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Impact study of cable-stayed railway bridges with random rail irregularities
Online Contents | 2002
|Random Field Modeling of Railway Track Irregularities
Online Contents | 1997
|Random Field Modeling of Railway Track Irregularities
Online Contents | 1995
|Effect of Rail Irregularities and Rail Pad on Track Vibration and Noise
Springer Verlag | 2021
|Taylor & Francis Verlag | 2023
|