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Non-stationary random ground vibration due to loads moving along a railway track

✍ Scribed by Feng Lu; Qiang Gao; J.H. Lin; F.W. Williams


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
386 KB
Volume
298
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES


GROUND VIBRATION GENERATED BY A LOAD MOV
✍ X. SHENG; C.J.C. JONES; M. PETYT πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 519 KB

The propagation of vibration generated by a harmonic or a constant load moving along a layered beam resting on the layered half-space is investigated theoretically in this paper. The solution to this problem can be used to study the ground vibration generated by the motion of a train axle load on a

COMMENTS TO β€œGROUND VIBRATION GENERATED
✍ J. JONSSON πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 210 KB

The authors have presented [1] an interesting paper on the analysis of ground vibrations related to railway tra$c. Their work has extended previous presented analyses to take into account the e!ect of a layered supporting soil as well as the transient nature of ground vibrations related to railway t

SIMULATIONS OF GROUND VIBRATION FROM A M
✍ C.J.C. JONES; X. SHENG; M. PETYT πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 417 KB

A sequence of results is presented from a model of an oscillating load moving on a track on a layered ground. The results allow a visualization of the e!ect of the relative speeds of the load and the propagation speeds in the ground structure. This is useful in developing the understanding of the in

Ground vibration due to railway trafficβ€”
✍ L. Auersch πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 547 KB

The propagation of waves through homogeneous or layered soil is calculated based on half-space theory. The moving dynamic loads of a train are approximated by fixed dynamic loads and the wave field can be calculated if the spectrum of the dynamic train loads is known. In addition to this dynamic wav

RANDOM VIBRATION OF MULTI-SPAN TIMOSHENK
✍ R.-T. Wang; T.-Y. Lin πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 238 KB

The method of modal analysis is presented to investigate the random vibration of a multi-span Timoshenko beam due to a load moving at a constant velocity. The load is considered to be a stationary process with a constant mean value and a variance. The effects of both velocity and statistical charact