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The influence of centripetal and Coriolis forces on the dynamic response of light bridges under moving vehicles

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dc.contributor.author Michaltsos, GT en
dc.date.accessioned 2014-03-01T01:17:15Z
dc.date.available 2014-03-01T01:17:15Z
dc.date.issued 2001 en
dc.identifier.issn 0022-460X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/14417
dc.subject Dynamic Response en
dc.subject Structural Design en
dc.subject.classification Acoustics en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Mechanics en
dc.subject.other Dynamic response en
dc.subject.other Ground vehicles en
dc.subject.other Mathematical models en
dc.subject.other Numerical analysis en
dc.subject.other Structural design en
dc.subject.other Velocity en
dc.subject.other Centripetal forces en
dc.subject.other Coriolis forces en
dc.subject.other Bridges en
dc.title The influence of centripetal and Coriolis forces on the dynamic response of light bridges under moving vehicles en
heal.type journalArticle en
heal.identifier.primary 10.1006/jsvi.2001.3729 en
heal.identifier.secondary http://dx.doi.org/10.1006/jsvi.2001.3729 en
heal.language English en
heal.publicationDate 2001 en
heal.abstract 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 influence of the centripetal force, Coriolis force and vehicle's rotatory inertia. The individual and coupling effects of these forces on the dynamic response of the bridge in connection with the magnitude of the velocity of the moving vehicle are thoroughly discussed. A variety of numerical results allows one to draw important conclusions for structural design purposes. (C) 2001 Academic Press. en
heal.publisher ACADEMIC PRESS LTD en
heal.journalName Journal of Sound and Vibration en
dc.identifier.doi 10.1006/jsvi.2001.3729 en
dc.identifier.isi ISI:000171949400005 en
dc.identifier.volume 247 en
dc.identifier.issue 2 en
dc.identifier.spage 261 en
dc.identifier.epage 277 en


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