Free Vibration of Beams via Finite Difference Scheme

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DC Field	Value	Language
dc.contributor.author	onchai Phungpaingam
dc.date.accessioned	2014-05-30T08:25:23Z
dc.date.accessioned	2020-09-24T04:33:45Z	-
dc.date.available	2014-05-30T08:25:23Z
dc.date.available	2020-09-24T04:33:45Z	-
dc.date.issued	2006
dc.identifier.issn	1685-5280
dc.identifier.uri	http://www.repository.rmutt.ac.th/dspace/handle/123456789/1706	-
dc.description	Journal of Engineering. RMUTT Volume 4, Issue 8 (Jul - Dec 2006), p. 64-75	en_US
dc.description.abstract	This 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.iso	en	en_US
dc.publisher	Rajamangala University of Technology Thanyaburi. Faculty of Engineering	en_US
dc.subject	Beams -- Vibration	en_US
dc.title	Free Vibration of Beams via Finite Difference Scheme	en_US
dc.type	Article	en_US
Appears in Collections:	บทความ (Article - EN)

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