Dynamic response of two viscoelastically connected Rayleigh beams subjected to concentrated moving load

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dc.contributor.authorGbadeyan, J.A.
dc.contributor.authorDada, M.S.
dc.contributor.authorOlasunmbo, O.A.
dc.date.accessioned2019-10-18T14:36:54Z
dc.date.available2019-10-18T14:36:54Z
dc.date.issued2011
dc.description.abstractA theory concerning the dynamic response of two identical simply supported Rayleigh beams viscoelastically connected together by a flexible core and traversed by a concentrated moving load is developed in this paper. The solution technique employed is based on finite Fourier and Laplace integral transformations. It is observed that the maximum amplitude of the deflection of the upper beam increases with an increase in the value of the rotatory inertia while the maximum amplitude of deflection of the lower beam decreases with increasing values of rotatory inertia.en_US
dc.description.sponsorshipselfen_US
dc.identifier.urihttp://hdl.handle.net/123456789/2840
dc.language.isoenen_US
dc.publisherPacific Journal of Science and Technologyen_US
dc.relation.ispartofseries12(1);5-16
dc.subjectviscoelastically connected Rayleigh beamsen_US
dc.subjectdynamic responseen_US
dc.subjectmoving loaden_US
dc.titleDynamic response of two viscoelastically connected Rayleigh beams subjected to concentrated moving loaden_US
dc.typeArticleen_US

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