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dc.contributorVirginia Tech. Engineering Science and Mechanics Departmenten_US
dc.contributor.authorNayfeh, Ali H.en_US
dc.contributor.authorMook, Dean T.en_US
dc.contributor.authorSridhar, Seshadrien_US
dc.date.accessioned2015-05-28T14:56:09Z
dc.date.available2015-05-28T14:56:09Z
dc.date.issued1974
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_US
dc.identifier.issn0001-4966en_US
dc.identifier.urihttp://hdl.handle.net/10919/52729
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_US
dc.description.sponsorshipLangley Research Center - Contract NAS 1-10646-13en_US
dc.format.extent11 pagesen_US
dc.format.mimetypeapplication/pdfen_US
dc.language.isoen_USen_US
dc.publisherAcoustical Society of Americaen_US
dc.subjectStructural elementsen_US
dc.subjectBeamsen_US
dc.subjectHarmonic excitationsen_US
dc.titleNonlinear analysis of the forced response of structural elementsen_US
dc.typeArticleen_US
dc.identifier.urlhttp://scitation.aip.org/content/asa/journal/jasa/55/2/10.1121/1.1914499en_US
dc.date.accessed2015-05-12en_US
dc.title.serialJournal of the Acoustical Society of Americaen_US
dc.identifier.doihttps://doi.org/10.1121/1.1914499
dc.type.dcmitypeTexten_US


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