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Modal stability of inclined cables subjected to vertical support excitation

โœ Scribed by A. Gonzalez-Buelga; S.A. Neild; D.J. Wagg; J.H.G. Macdonald


Publisher
Elsevier Science
Year
2008
Tongue
English
Weight
655 KB
Volume
318
Category
Article
ISSN
0022-460X

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The vertical dynamic responses of a simply supported bridge subjected to a moving train are investigated by means of the modal analysis method. Each vehicle of train is modelled as a four-degree-offreedom mass-spring-damper multi-rigid body system with a car body and two wheelsets. The bridge, toget