Application of Differential Transform Method to Vibration Analysis of Damped Railway Bridge on Pasternak Foundation under Moving Train

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dc.creatorAgarana, M. C., Ede, A. N.
dc.date2016
dc.date.accessioned2025-03-28T18:56:20Z
dc.descriptionIn this paper, we used differential transform method (DTM) to analyse free vibration of a railway bridge, modelled as an orthotropic rectangular plate, supported by Pasternak foundation. The effect of damping was considered. The present method transformed the governing equation to its algebraic form. Solution form to similar equation was adopted. The results obtained are in agreement with the ones in literature, and it shows that the technique introduced is easy to apply to such differential equation governing the vibration of such plates.
dc.formatapplication/pdf
dc.identifierhttp://eprints.covenantuniversity.edu.ng/7127/
dc.identifier.urihttps://repository.covenantuniversity.edu.ng/handle/123456789/36405
dc.languageen
dc.subjectTA Engineering (General). Civil engineering (General), TF Railroad engineering and operation
dc.titleApplication of Differential Transform Method to Vibration Analysis of Damped Railway Bridge on Pasternak Foundation under Moving Train
dc.typeConference or Workshop Item

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