Abstract The response of the train–bridge system has an obvious random behavior. A high traffic density and a long maintenance period of a track will result in a substantial increase in the number of trains running on a bridge, and there is small likelihood that the maximum responses of the train and bridge happen in the total maintenance period of the track. Firstly, the coupling model of train–bridge systems is reviewed. Then, an ensemble method is presented, which can estimate the small probabilities of a dynamic system with stochastic excitations. The main idea of the ensemble method is to use the NARX (nonlinear autoregressive with exogenous input) model to replace the physical model and apply subset simulation with splitting to obtain...
This paper aims at characterizing the long time evolution of the vehicle-track system. The knowledge...
A statistical analysis of the dynamic response of a railway viaduct, modelled after an actual struct...
A parallel algorithm based on the pseudo excitation method (PEM) is applied to investigate the non-s...
Resonance problems encountered in vehicle-bridge interaction (VBI) have attracted widespread concern...
In order to study the random vibration performance of trains running on continuous beam bridge with ...
Due to random characteristics of system parameters and excitations, the dynamic assessment and predi...
A nonlinear train-track-bridge system (TTBS) considering the random track irregularity and mass of t...
In this paper, a train–track–bridge (TTB) interaction model that can account for coach-coupler effec...
Limiting the maximum vertical acceleration and deflection of the deck are two principal design crite...
International audienceThis paper aims at modeling all the uncertainties which are encountered when s...
An efficient algorithm is proposed for non-stationary random vibration of vehicle–bridge systems. Th...
International audienceThe dynamic interaction between the high speed train and the railway track and...
This presentation deals with an innovative approach to analyze complex and nonlinear systems, which ...
To efficiently select track irregularity random samples for satisfying the ergodicity requirements o...
A study of a train moving along a cable-stayed bridge is performed by considering both the stationar...
This paper aims at characterizing the long time evolution of the vehicle-track system. The knowledge...
A statistical analysis of the dynamic response of a railway viaduct, modelled after an actual struct...
A parallel algorithm based on the pseudo excitation method (PEM) is applied to investigate the non-s...
Resonance problems encountered in vehicle-bridge interaction (VBI) have attracted widespread concern...
In order to study the random vibration performance of trains running on continuous beam bridge with ...
Due to random characteristics of system parameters and excitations, the dynamic assessment and predi...
A nonlinear train-track-bridge system (TTBS) considering the random track irregularity and mass of t...
In this paper, a train–track–bridge (TTB) interaction model that can account for coach-coupler effec...
Limiting the maximum vertical acceleration and deflection of the deck are two principal design crite...
International audienceThis paper aims at modeling all the uncertainties which are encountered when s...
An efficient algorithm is proposed for non-stationary random vibration of vehicle–bridge systems. Th...
International audienceThe dynamic interaction between the high speed train and the railway track and...
This presentation deals with an innovative approach to analyze complex and nonlinear systems, which ...
To efficiently select track irregularity random samples for satisfying the ergodicity requirements o...
A study of a train moving along a cable-stayed bridge is performed by considering both the stationar...
This paper aims at characterizing the long time evolution of the vehicle-track system. The knowledge...
A statistical analysis of the dynamic response of a railway viaduct, modelled after an actual struct...
A parallel algorithm based on the pseudo excitation method (PEM) is applied to investigate the non-s...