Please use this identifier to cite or link to this item:
|Title:||Response analysis of high-speed rail system accounting for abrupt change of foundation stiffness|
|Authors:||Ang, K.K. |
|Citation:||Ang, K.K., Dai, J. (2013-06-10). Response analysis of high-speed rail system accounting for abrupt change of foundation stiffness. Journal of Sound and Vibration 332 (12) : 2954-2970. ScholarBank@NUS Repository.|
|Abstract:||A relatively recently developed method known as the moving element method (MEM) is further extended to deal with moving loads that travel along inhomogeneous visco-elastic foundation. The proposed computational scheme is applied to investigate the dynamic response of high-speed rail system for the situation where there is an abrupt change of foundation stiffness. The influence of different factors, including the degree of change of foundation stiffness, traveling velocity of the train and the severity of track irregularity, on the response of the train as well as the track is examined and discussed. The phenomenon of 'jumping wheel', which occurs when there is a momentary loss of contact between the wheel and track, is accounted for in the proposed model. Results are presented to illustrate the effect of 'jumping wheel' on the dynamic response of the train-track system. © 2013 Elsevier Ltd.|
|Source Title:||Journal of Sound and Vibration|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 28, 2018
WEB OF SCIENCETM
checked on Apr 23, 2018
checked on Feb 27, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.