<b>Numerical Analysis Method for Analyzing Seismic Vehicle Behavior Up to and After Derailment</b>

The authors are conducting research with the aim of establishing a numerical analysis method capable of evaluating vehicle behavior before and after derailment of a train set during an earthquake. In this paper, as a basic study, an analysis method is proposed that can represent seismic vehicle behavior before and after the derailment of a single vehicle in a stationary state. Then, in order to consider the coupling of multiple vehicles, the proposed method is also extended to include dynamic models for connecting members between vehicles such as couplers and inter-car yaw dampers. Furthermore, the influence of the interaction between vehicles on the derailment limit is investigated through trial calculations.

Authors

Publication Details

Journal
Quarterly Report of RTRI
Published
2025-05-01
DOI
https://doi.org/10.2219/rtriqr.66.2_109
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

Numerical Analysis Method for Analyzing Seismic Vehicle Behavior Up to and After Derailment

Keiichi Goto, Kohei IIDA, Munemasa TOKUNAGA
Quarterly Report of RTRI
Geotechnical and Geomechanical Engineering
article

Numerical Analysis Method for Analyzing Seismic Vehicle Behavior Up to and After Derailment

Keiichi Goto, Kohei IIDA, Munemasa TOKUNAGA
article en

Abstract

The authors are conducting research with the aim of establishing a numerical analysis method capable of evaluating vehicle behavior before and after derailment of a train set during an earthquake. In this paper, as a basic study, an analysis method is proposed that can represent seismic vehicle behavior before and after the derailment of a single vehicle in a stationary state. Then, in order to consider the coupling of multiple vehicles, the proposed method is also extended to include dynamic models for connecting members between vehicles such as couplers and inter-car yaw dampers. Furthermore, the influence of the interaction between vehicles on the derailment limit is investigated through trial calculations.

Quarterly Report of RTRIVol. 66(2)
Openalex Percentile: Top 87%
Geotechnical and Geomechanical Engineering
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