Research in the field of train–bridge interaction is reviewed, with a particular focus on the
vertical dynamic response of the bridge. The most influential system parameters are …

To address the need for monitoring aging railway bridges, this paper presents a finite-
element (FE) model updating approach using time-domain optimization based on in situ …

The train-bridge system is complex and presents many random factors, including stochastic
track irregularities as well as random parameters of bridge and train. Moreover, the entire …

Bridges are one of the most critical parts of transportation networks that may suffer damages
against earthquakes. Also, seismic responses of most bridges are significantly influenced by …

An inter-system iteration method is proposed for dynamic analysis of coupled vehicle–bridge
system. In this method, the dynamic responses of vehicle subsystem and bridge subsystem …

Ballasted tracks are among the most widespread railway track typologies. The ballast
possesses multiple functions. Among them, it significantly affects the dynamic interaction …

The objective of this paper is to elucidate the general conditions of resonance and
cancellation for Bernoulli-Euler beam-based bridges subject to moving train loads. Firstly …

Vibrational measurement data are often nonstationary and modal parameter identification
based on these data is of practical value for structural health monitoring and condition …

This paper presents a new method for analyzing the dynamic behavior of train–bridge
systems with random rail irregularity aimed at its simplicity, efficiency and accuracy. A …

Based on the random theory of the probability density evolution method (PDEM), a refined
random wheel/rail contact model for train-track-bridge systems is proposed. The trace line …