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dc.contributor.advisorGordis, Joshua
dc.contributor.authorJohnson, Richard.
dc.date.accessioned2012-08-09T19:20:46Z
dc.date.available2012-08-09T19:20:46Z
dc.date.issued1996-06
dc.identifier.urihttp://hdl.handle.net/10945/8428
dc.descriptionApproved for public release; distribution is unlimiteden_US
dc.description.abstractThe Structural Synthesis Transformation is used to conduct structural system identification in the frequency domain. For spatially complete where each of the frequency response functions at every degree of freedom of each of the coordinates of the modeled system are available it shown that the theory exactly identifies all modeling errors. For spatially incomplete cases where the frequency response functions are available only at a proper subset of the degrees of freedom of the finite element model, single mode solutions are computed over intervals about modes of the experimental system using matrices and complex valued line integrals. Methods of forming multiple mode solutions from the single mode solutions are exploreden_US
dc.description.urihttp://archive.org/details/frequencydomains00john
dc.format.extent148 p.en_US
dc.language.isoen_US
dc.publisherMonterey, California. Naval Postgraduate Schoolen_US
dc.titleFrequency domain structural identificationen_US
dc.typeThesisen_US
dc.contributor.departmentMechanical Engineering
dc.subject.authorFinite Element Methoden_US
dc.description.serviceLieutenant Commander, United States Navyen_US
etd.thesisdegree.nameM.S. in Mechanical Engineeringen_US
etd.thesisdegree.levelMastersen_US
etd.thesisdegree.disciplineMechanical Engineeringen_US
etd.thesisdegree.grantorNaval Postgraduate Schoolen_US


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