Zhai et al., 2013 - Google Patents
High-speed train–track–bridge dynamic interactions–Part I: theoretical model and numerical simulationZhai et al., 2013
View PDF- Document ID
- 13673391197411244748
- Author
- Zhai W
- Xia H
- Cai C
- Gao M
- Li X
- Guo X
- Zhang N
- Wang K
- Publication year
- Publication venue
- International Journal of Rail Transportation
External Links
Snippet
This paper presents a framework to systematically investigate the high-speed train–track– bridge dynamic interactions, aiming to provide a method for analysing and assessing the running safety and the ride comfort of trains passing through bridges, which are critically …
- 238000004088 simulation 0 title description 25
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zhai et al. | High-speed train–track–bridge dynamic interactions–Part I: theoretical model and numerical simulation | |
| Zhai et al. | High-speed train–track–bridge dynamic interactions–Part II: experimental validation and engineering application | |
| Zhai et al. | Fundamentals of vehicle–track coupled dynamics | |
| Chen et al. | Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways | |
| Ling et al. | Integration of car-body flexibility into train–track coupling system dynamics analysis | |
| Zhang et al. | Study on dynamics of coupled systems in high-speed trains | |
| CN101719183B (en) | Test simulation system for rail structures of high-speed railways and urban railway system | |
| Xu et al. | Modelling of vehicle-track related dynamics: a development of multi-finite-element coupling method and multi-time-step solution method | |
| Chen et al. | High efficient dynamic analysis of vehicle–track–subgrade vertical interaction based on Green function method | |
| Yang et al. | Effect of track irregularity on the dynamic response of a slab track under a high-speed train based on the composite track element method | |
| Lai et al. | Lateral girder displacement effect on the safety and comfortability of the high-speed rail train operation | |
| He et al. | Simulation of train–bridge interaction under wind loads: a rigid-flexible coupling approach | |
| Jin et al. | Study on safety boundary for high-speed train running in severe environments | |
| Yang et al. | Investigation on nonlinear and fractional derivative Zener model of coupled vehicle-track system | |
| Chen | Relationship between track stiffness and dynamic performance of vehicle–track–bridge system | |
| Wang et al. | Safety and stability of light-rail train running on multispan bridges with deformation | |
| Guo et al. | Moving safety evaluation of high-speed train on post-earthquake bridge utilizing real-time hybrid simulation | |
| Chen et al. | A near-fault vertical scenario earthquakes-based generic simulation framework for elastoplastic seismic analysis of light rail vehicle-viaduct system | |
| Zhai et al. | Dynamics analysis of train-track-bridge coupled system considering spatial flexibility of high piers and system longitudinal vibrations | |
| Xu et al. | Stiffness Characteristics of High‐Speed Railway Turnout and the Effect on the Dynamic Train‐Turnout Interaction | |
| Su et al. | Vibration of reinforced concrete viaducts under high-speed train passage: measurement and prediction including train–viaduct interaction | |
| Chen et al. | Reliability of super-slope bridge-rack system on rack railway | |
| Liu et al. | Effect of girder deformation on the dynamic performance of high-speed train-track-bridge coupling system | |
| Huang et al. | Performance Analysis of Prefabricated Steel‐Spring Floating‐Slab Track and Its Application to Urban Express Rail Transit | |
| Jiang et al. | Study on the seismic influence coefficient of track irregularity on the train dynamic effect of high-speed railway bridge |