Train–track–bridge dynamic interaction is a fundamental concern in the field of railway
engineering, which plays an extremely important role in the optimal design of railway …

This paper aims to clarify the influence of system spatial variability on train–track interaction
from perspectives of stochastic analysis and statistics. Considering the spatial randomness …

The track random irregularity not only worsens the running stability and smoothness of the
rack vehicle, but increases the vibration and impact of the gear-rack system. To reduce the …

In order to study the influence of wheel-rail random dynamic interaction on the fatigue
damage for fastening clips, a three-dimensional (3-D) high-speed railway vehicle-track …

In response to long-term operation of prestressed concrete railway bridges, the girder body
will arch because of creep, which may influence the running stability of high-speed trains …

The relationship between railway track-bed stresses and speed is essential when
performing track foundation design. Current approaches to describe this relationship are …

Rail irregularity presents a major threat to the high-speed train (HST) safety on a high-speed
rail (HSR) bridge. Lateral bridge deformation has a significant impact on geometric …

After an earthquake, a track-bridge system may suffer damage and residual deformation,
posing a threat for trains passing over a bridge. However, since railway transportation is an …

As a type of urban life project in China, bridges need a certain capacity of trains running
safely after an earthquake to ensure and guarantee transportation on railway lines, post …

This paper investigates the vibration energy transmission characteristics of high-speed train-
track-bridge coupled systems based on a high-speed railway in China. A coupled system …