Please use this identifier to cite or link to this item: http://dr.iiserpune.ac.in:8080/xmlui/handle/123456789/5509
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dc.contributor.authorBerchio, Elviseen_US
dc.contributor.authorFalocchi, Alessioen_US
dc.contributor.authorFerrero, Albertoen_US
dc.contributor.authorGANGULY, DEBDIPen_US
dc.date.accessioned2021-01-12T04:06:11Z
dc.date.available2021-01-12T04:06:11Z
dc.date.issued2021-05en_US
dc.identifier.citationCommunications in Contemporary Mathematics, 23(3), 1950074.en_US
dc.identifier.issn0219-1997en_US
dc.identifier.issn1793-6683en_US
dc.identifier.urihttp://dr.iiserpune.ac.in:8080/xmlui/handle/123456789/5509
dc.identifier.urihttps://doi.org/10.1142/S0219199719500743en_US
dc.description.abstractWe consider a partially hinged rectangular plate and its normal modes. The dynamical properties of the plate are influenced by the spectrum of the associated eigenvalue problem. In order to improve the stability of the plate, we place a certain amount of denser material in appropriate regions. If we look at the partial differential equation appearing in the model, this corresponds to insert a suitable weight coefficient inside the equation. A possible way to locate such regions is to study the eigenvalue problem associated to the aforementioned weighted equation. In this paper, we focus our attention essentially on the first eigenvalue and on its minimization in terms of the weight. We prove the existence of minimizing weights inside special classes and we try to describe them together with the corresponding eigenfunctions.en_US
dc.language.isoenen_US
dc.publisherWorld Scientific Publishingen_US
dc.subjectEigenvaluesen_US
dc.subjectPlatesen_US
dc.subjectTorsional instabilityen_US
dc.subjectSuspension bridgesen_US
dc.subject2021en_US
dc.titleOn the first frequency of reinforced partially hinged platesen_US
dc.typeArticleen_US
dc.contributor.departmentDept. of Mathematicsen_US
dc.identifier.sourcetitleCommunications in Contemporary Mathematicsen_US
dc.publication.originofpublisherForeignen_US
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