Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/2334
Full metadata record
DC FieldValueLanguage
dc.contributor.authorMahato, N R-
dc.contributor.authorChakraverty, S-
dc.date.accessioned2015-06-25T11:50:56Z-
dc.date.available2015-06-25T11:50:56Z-
dc.date.issued2015-06-26-
dc.identifier.citationSmall Workshop on Interval Methods(SWIM 2015),Department of Applied Mathematics, Charles University, Prague, Czech Republic, 9-11th June 2015.en_US
dc.identifier.urihttp://hdl.handle.net/2080/2334-
dc.descriptionCopyright belong to proceeding publisheren_US
dc.description.abstractSolution of finite element analysis under dynamic condition led to eigenvalue problems. Generally we have crisp values of material properties for structural dynamic problems. As a result of errors in measurements, observations, calculations or due to maintenance induced errors etc. we may have uncertain bounds which may be modeled through interval analysis. So, this paper deals with sub-interval perturbation procedure for computing upper and lower eigenvalue and eigenvector bounds of standard eigenvalue problem with interval parameters.en_US
dc.language.isoenen_US
dc.subjectInterval analysisen_US
dc.subjectSub-intervalen_US
dc.subjectInterval perturbationen_US
dc.subjectStandard eigenvalueen_US
dc.titleSub-Interval Perturbation Method for Standard Eigenvalue Problemen_US
dc.typeArticleen_US
Appears in Collections:Conference Papers

Files in This Item:
File Description SizeFormat 
Sub-Interval Perturbation Method for.pdf46.22 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.