Please use this identifier to cite or link to this item: http://www.repository.rmutt.ac.th/xmlui/handle/123456789/1706
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dc.contributor.authoronchai Phungpaingam
dc.date.accessioned2014-05-30T08:25:23Z
dc.date.accessioned2020-09-24T04:33:45Z-
dc.date.available2014-05-30T08:25:23Z
dc.date.available2020-09-24T04:33:45Z-
dc.date.issued2006
dc.identifier.issn1685-5280
dc.identifier.urihttp://www.repository.rmutt.ac.th/dspace/handle/123456789/1706-
dc.descriptionJournal of Engineering. RMUTT Volume 4, Issue 8 (Jul - Dec 2006), p. 64-75en_US
dc.description.abstractThis paper aims to present the finite difference scheme tackling with the wave equation. Based on finite difference scheme, the dynamic equilibrium shapes and natural frequency of three types of beams (e.g. simple, fixed-fixed and cantilever beams) have been evaluated. For dynamic equilibrium. the explicit finite difference equations have been derived , the consistency of the scheme has been proved and the stability of the scheme has been determined. The natural frequencies are demonstrated by finding the lowest eigenvalue of each type of the beam. From the results, it is found that the accuracy of the results depend on the number of discretization for both time and space…en_US
dc.language.isoenen_US
dc.publisherRajamangala University of Technology Thanyaburi. Faculty of Engineeringen_US
dc.subjectBeams -- Vibrationen_US
dc.titleFree Vibration of Beams via Finite Difference Schemeen_US
dc.typeArticleen_US
Appears in Collections:บทความ (Article - EN)

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