Effects of centripetal and Coriolis forces on the dynamic response of light bridges under moving loads

Michaltsos, GT; Kounadis, AN

dc.contributor.author	Michaltsos, GT	en
dc.contributor.author	Kounadis, AN	en
dc.date.accessioned	2014-03-01T01:16:30Z
dc.date.available	2014-03-01T01:16:30Z
dc.date.issued	2001	en
dc.identifier.issn	1077-5463	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/14065
dc.subject	bridge dynamic	en
dc.subject	centripetal and Coriolis forces	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	Loads (forces)	en
dc.subject.other	Numerical methods	en
dc.subject.other	Structural design	en
dc.subject.other	Velocity	en
dc.subject.other	Bridge dynamic	en
dc.subject.other	Centripetal and Coriolis forces	en
dc.subject.other	Light steel bridge	en
dc.subject.other	Moving loads	en
dc.subject.other	Steel bridges	en
dc.title	Effects of centripetal and Coriolis forces on the dynamic response of light bridges under moving loads	en
heal.type	journalArticle	en
heal.identifier.primary	10.1177/107754630100700301	en
heal.identifier.secondary	http://dx.doi.org/10.1177/107754630100700301	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 load-mass of constant magnitude and velocity including the effect of the centripetal and Coriolis forces, which always are neglected. The individual and coupling effect of these forces in connection with the magnitude of the velocity of the moving load are fully discussed using a solution method based on an author's older publication. A variety of numerical results allows us to draw important conclusions for structural design purposes.	en
heal.publisher	Sage Sci Press, Thousand Oaks, CA, United States	en
heal.journalName	JVC/Journal of Vibration and Control	en
dc.identifier.doi	10.1177/107754630100700301	en
dc.identifier.isi	ISI:000167785700001	en
dc.identifier.volume	7	en
dc.identifier.issue	3	en
dc.identifier.spage	315	en
dc.identifier.epage	326	en