Zhai et al., 2019 - Google Patents
Train–track–bridge dynamic interaction: a state-of-the-art reviewZhai et al., 2019
View PDF- Document ID
- 476395443937459672
- Author
- Zhai W
- Han Z
- Chen Z
- Ling L
- Zhu S
- Publication year
- Publication venue
- Vehicle System Dynamics
External Links
Snippet
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 bridges, especially in high-speed railways and heavy-haul railways. This paper …
- 230000003993 interaction 0 title abstract description 175
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
- E01B19/003—Means for reducing the development or propagation of noise
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B35/00—Applications of measuring apparatus or devices for track-building purposes
- E01B35/12—Applications of measuring apparatus or devices for track-building purposes for measuring movement of the track or of the components thereof under rolling loads, e.g. depression of sleepers, increase of gauge
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Zhai et al. | Train–track–bridge dynamic interaction: a state-of-the-art review | |
Arvidsson et al. | Train–bridge interaction–a review and discussion of key model parameters | |
Zhu et al. | Efficient assessment of 3D train-track-bridge interaction combining multi-time-step method and moving track technique | |
Liang et al. | Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit | |
Zhu et al. | An efficient multi-time-step method for train-track-bridge interaction | |
Yau et al. | An equivalent additional damping approach to assess vehicle-bridge interaction for train-induced vibration of short-span railway bridges | |
Li et al. | Concrete bridge-borne low-frequency noise simulation based on train–track–bridge dynamic interaction | |
Li et al. | Structure-borne noise of railway composite bridge: Numerical simulation and experimental validation | |
Rebelo et al. | Dynamic behaviour of twin single-span ballasted railway viaducts—Field measurements and modal identification | |
Galvín et al. | On the dynamic characterisation of railway bridges through experimental testing | |
Xia et al. | Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load | |
Xiang et al. | Safety analysis of train-track-bridge coupled braking system under earthquake | |
Galvín et al. | Two FE models to analyse the dynamic response of short span simply-supported oblique high-speed railway bridges: Comparison and experimental validation | |
Chen et al. | A near-fault vertical scenario earthquakes-based generic simulation framework for elastoplastic seismic analysis of light rail vehicle-viaduct system | |
Xiang et al. | Creep effect on the dynamic response of train-track-continuous bridge system | |
Shamsi et al. | Seismic analysis of soil-pile-bridge-train interaction for isolated monorail and railway bridges under coupled lateral-vertical ground motions | |
Kedia et al. | Effect of rail irregularities and rail pad on track vibration and noise | |
Sánchez-Quesada et al. | Ballasted track interaction effects in railway bridges with simply-supported spans composed by adjacent twin single-track decks | |
Podworna | Dynamic response of steel-concrete composite bridges loaded by high-speed train | |
Jin et al. | Fragility analysis for vehicle derailment on railway bridges under earthquakes | |
Song et al. | Noise contribution analysis of a U-shaped girder bridge with consideration of frequency dependent stiffness of rail fasteners | |
Xia et al. | Effect of truck collision on dynamic response of train–bridge systems and running safety of high-speed trains | |
Li et al. | Vibration characteristics of fully enclosed sound barriers on railway bridges under the movement of trains | |
Sánchez-Quesada et al. | 3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects | |
Liu et al. | Investigating earthquake-induced irregularity based on post-earthquake running performance analysis of track-bridge system |