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- W2151362679 abstract "rs Abstract: A periodical solution on the out-of-plane vibration response of curved track, modelled periodically suppo~ted curved ~imoshenko bea~, subjected to moving load is determined here. Firs; the general dynam1c response mduced by movmg load along curved path on an elastic semi-infini~· space is obtained on the basis of Duhamel Integral and Dynamic Reciprocity Theorem. Then, in the case ?f per.iodi~ cur~ed track structure, .the g.eneral dynamic response ~qu~tion in the frequency domam 1s sunphfied m a form of summatiOn w1thm the track sleeper spacmg mstead of integral. The transfer function of curved track is settled using transfer matrix approach. To verify the validity of the analytical model, the vibration of simple supported curved beam under moving load is obtained and compared with existing reference. Besides, the vibration of curved track of different radii is obtained and compared, indicating that: the response of curved track decreases with the increase of the track radius; the vibration spectrum is abundant and closely related to the load speed." @default.
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- W2151362679 date "2012-12-31" @default.
- W2151362679 modified "2023-09-23" @default.
- W2151362679 title "Analytical study on the vibration response of curved track subjected to moving load" @default.
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