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Nonlinear analysis of the forced response of structural elements

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dc.contributorVirginia Tech. Engineering Science and Mechanics Departmenten
dc.contributor.authorNayfeh, Ali H.en
dc.contributor.authorMook, Dean T.en
dc.contributor.authorSridhar, Seshadrien
dc.contributor.departmentBiomedical Engineering and Mechanicsen
dc.date.accessed2015-05-12en
dc.date.accessioned2015-05-28T14:56:09Zen
dc.date.available2015-05-28T14:56:09Zen
dc.date.issued1974en
dc.description.abstractA general procedure is presented for the nonlinear analysis of the forced response of structural elements to harmonic excitations. Internal resonances (i.e., modal interactions) are taken into account. All excitations are considered, with special consideration given to resonant excitations. The general procedure is applied to clamped-hinged beams. The results reveal that exciting a higher mode may lead to a larger response in a lower interacting mode, contrary to the results of linear analyses.en
dc.description.sponsorshipLangley Research Center - Contract NAS 1-10646-13en
dc.format.extent11 pagesen
dc.format.mimetypeapplication/pdfen
dc.identifier.citationNayfeh, A. H., Mook, D. T. & Sridhar, S. (1974). Nonlinear analysis of the forced response of structural elements. Journal of the Acoustical Society of America, 55(2), 281-291. doi: 10.1121/1.1914499en
dc.identifier.doihttps://doi.org/10.1121/1.1914499en
dc.identifier.issn0001-4966en
dc.identifier.urihttp://hdl.handle.net/10919/52729en
dc.identifier.urlhttp://scitation.aip.org/content/asa/journal/jasa/55/2/10.1121/1.1914499en
dc.language.isoen_USen
dc.publisherAcoustical Society of Americaen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectStructural elementsen
dc.subjectBeamsen
dc.subjectHarmonic excitationsen
dc.titleNonlinear analysis of the forced response of structural elementsen
dc.title.serialJournal of the Acoustical Society of Americaen
dc.typeArticle - Refereeden
dc.type.dcmitypeTexten

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