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dc.contributor.authorGordis, Joshua H.
dc.date1993
dc.date.accessioned2014-04-10T17:35:01Z
dc.date.available2014-04-10T17:35:01Z
dc.date.issued1993
dc.identifier.urihttp://hdl.handle.net/10945/40349
dc.descriptionConference: 1993 IMAC XI - 11th International Modal Analysis Conferenceen_US
dc.description.abstractThe general theory for frequency domain structural synthesis is based on a structural synthesis transformation, a direct analytic relation between two frequency response function structural models. This transformation provides an exact formula for the localization of finite element modeling errors, independent of error magnitude. The localization matrix plays a critical role in the associated theory of frequency domain structural identification, as it provides the information required to insure a unique solution for the modeling errors. The localization matrix is seen to be general frequency domain statement of the error matrix and unity check methods. Methods for the practical implementation of frequency domain localization are presented. The implication of such methods are discussed.en_US
dc.publisherMonterey, California. Naval Postgraduate Schoolen_US
dc.rightsThis publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.en_US
dc.titleAn exact formulation for structural dynamic model error localizationen_US
dc.typeConference Paperen_US
dc.contributor.departmentMechanical Engineering


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