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The effect of a moving mass and other parameters on the dynamic response of a simply supported beam

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dc.contributor.author Michaltsos, G en
dc.contributor.author Sophianopoulos, D en
dc.contributor.author Kounadis, AN en
dc.date.accessioned 2014-03-01T01:12:22Z
dc.date.available 2014-03-01T01:12:22Z
dc.date.issued 1996 en
dc.identifier.issn 0022-460X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/12082
dc.subject Dynamic Response en
dc.subject Normal Modes 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 Approximation theory en
dc.subject.other Beams and girders en
dc.subject.other Deflection (structures) en
dc.subject.other Structural loads en
dc.subject.other Velocity en
dc.subject.other Mass en
dc.subject.other Moving load en
dc.subject.other Simply supported beam en
dc.subject.other Dynamic response en
dc.title The effect of a moving mass and other parameters on the dynamic response of a simply supported beam en
heal.type journalArticle en
heal.identifier.primary 10.1006/jsvi.1996.0127 en
heal.identifier.secondary http://dx.doi.org/10.1006/jsvi.1996.0127 en
heal.language English en
heal.publicationDate 1996 en
heal.abstract This paper deals with the linear dynamic response of a simply supported uniform beam under a moving load of constant magnitude and velocity by including the effect of its mass. Using a series solution for the dynamic deflection in terms of normal modes the individual and coupling effect of the mass of the moving load, of its velocity and of other parameters is fully assessed. A variety of numerical results allows us to draw important conclustions for structural design purposes. (C) 1996 Academic Press Limited en
heal.publisher ACADEMIC PRESS LTD en
heal.journalName Journal of Sound and Vibration en
dc.identifier.doi 10.1006/jsvi.1996.0127 en
dc.identifier.isi ISI:A1996UD46700003 en
dc.identifier.volume 191 en
dc.identifier.issue 3 en
dc.identifier.spage 357 en
dc.identifier.epage 362 en


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