The dynamic behaviour of multi-span continuous bridges under a moving vehicular load is investigated by considering the effect of interaction between the vehicle and the bridge pavement, the torsion in the bridge due to eccentrically placed vehicles and the randomness of the surface irregularity of
Vibration analysis of bridges under moving vehicles and trains: an overview
β Scribed by F T K Au; Y S Cheng; Y K Cheung
- Publisher
- John Wiley and Sons
- Year
- 2001
- Tongue
- English
- Weight
- 84 KB
- Volume
- 3
- Category
- Article
- ISSN
- 1365-0556
- DOI
- 10.1002/pse.89
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β¦ Synopsis
Abstract
Vibration of bridges under moving vehicles and trains is of great theoretical and practical significance in civil engineering. In early studies, a movingβforce model was used where the inertia of the vehicle was small compared with that of the bridge, whereas a movingβmass model was used where the inertia of the vehicle could not be neglected. During the last three decades, the interaction problem between moving vehicles and bridge structures has attracted much attention. The advent of highβspeed digital computers has made it possible to analyse the interaction problem with more sophisticated bridge and vehicle models. This paper presents an overview of the recent research work on vibration analysis of various types of bridges under the action of moving vehicles and trains. Some remarks are made on the modelling of bridges, vehicles and analysis methods.
π SIMILAR VOLUMES
Based on the Lagrangian approach, the vibration of a multi-span non-uniform bridge subjected to a moving vehicle is analyzed by using modi"ed beam vibration functions as the assumed modes. The vehicle is modelled as a two-degree-offreedom system. The method is extended to the action of a moving trai
A general and efficient method is proposed for the resolution of the dynamic interaction problem between a bridge, discretized by a three-dimensional finite element model, and a dynamic system of vehicles running at a prescribed speed. The resolution is easily performed with a step-by-step solution
An integrated train-track-subsoil dynamic interaction model of moving-train induced ground vibration is developed on the basis of vehicle dynamics, track dynamics and the Green's functions of subsoil. The model takes account of the vibrations of vehicle components, the quasi-static axle loads and th
This paper deals with the linear dynamic response of a simply supported light (steel) bridge under a moving vehicle of constant magnitude and velocity. This analysis focuses attention on the usually neglected in#uence of the centripetal force, Coriolis force and vehicle's rotatory inertia. The indiv
A dynamic programming (DP) method is presented for analysis of statically determinate and indeterminate bridges subjected to moving loads such as those specified by the American Association of State Highway and Transportation Officials (AASHTO) specifications. These loads consist of uniform lane loa