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Please use this identifier to cite or link to this item: http://eprint.iitd.ac.in/handle/2074/558

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dc.contributor.authorRavi, S S A-
dc.contributor.authorKundra, T K-
dc.contributor.authorNakra, B C-
dc.date.accessioned2005-07-27T08:34:19Z-
dc.date.available2005-07-27T08:34:19Z-
dc.date.issued1998-
dc.identifier.citationJournal of Sound and Vibration, 211(3), 355-363en
dc.identifier.urihttp://eprint.iitd.ac.in/dspace/handle/2074/558-
dc.description.abstractThe single step perturbation method is a recently developed structural dynamic modication technique.In the present work this has been applied to complex structures. A typical machine tool structure in form of an F structure is considered and eigenvalue and response reanalysis are carried out for this structure when modied by constrained viscoelastic damping layer treatment.A comparison of results is made for cases using the single step perturbation method with the erstwhile perturbation method and the resolved results results obtained by repeated solution Comparison of computational times taken are also indicated.A variation of coverage ratio is considered for the above structure and the variation in natural frequencies and loss factors in case of free vibration variation in resonant frequencies and amplitudes in case of forced vibration are also studieden
dc.format.extent887330 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoenen
dc.subjectperturbationen
dc.subjecteigenvalueen
dc.subjectviscoelastic dampingen
dc.subjectresonant frequenciesen
dc.titleReanalysis of damped structures using the single step perturbation methoden
dc.typeArticleen
Appears in Collections:Mechanical Engineering

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