The effects of linearly varying distributed moving loads on beams with winkler foundations
| dc.contributor.author | Dada, M.S. | |
| dc.date.accessioned | 2019-10-18T14:45:48Z | |
| dc.date.available | 2019-10-18T14:45:48Z | |
| dc.date.issued | 2008 | |
| dc.description.abstract | The dynamic behaviour of a Bernoulli-Euler beam on a Winkler foundation traversed by a linearly varying distributed moving load is investigated. Using a series solution for the dynamic deflection in terms of normal modes, the equation governing the model is reduced to a set of ordinary differential equations whose solution is obtained in form of a Duhamel integral. Several numerical results are presented to illustrate these effects. | en_US |
| dc.description.sponsorship | Self | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/2854 | |
| dc.language.iso | en | en_US |
| dc.publisher | Contemporary Problems in Mathematical Physics | en_US |
| dc.relation.ispartofseries | 5;136-141 | |
| dc.subject | linearly varying distributed | en_US |
| dc.title | The effects of linearly varying distributed moving loads on beams with winkler foundations | en_US |
| dc.type | Article | en_US |
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