Please use this identifier to cite or link to this item: http://ea.donntu.edu.ua:8080/jspui/handle/123456789/10658
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dc.contributor.authorShevchenko, F. L.-
dc.contributor.authorUlitin, G. M.-
dc.contributor.authorPettik, U. V.-
dc.contributor.authorRusanova, O. A.-
dc.date.accessioned2012-04-04T18:42:04Z-
dc.date.available2012-04-04T18:42:04Z-
dc.date.issued2010-
dc.identifier.citationProceedings of Donetsk National Technical University. No 1, 2010, 110 р.en_US
dc.identifier.otherUDC 624.04(075.8)-
dc.identifier.urihttp://ea.donntu.edu.ua/handle/123456789/10658-
dc.description.abstractThe paper considers the theory of calculating the dynamic strength of elastic rod systems with distributed and localized masses when the eigenfunctions of such systems are weighted orthogonal. The ways of defining weight functions and squared norm of eigenfunctions for transverse and longitudinal vibrations are suggested. Theoretical studies are illustrated with the example of double-step drill column descendingen_US
dc.publisherДонНТУen_US
dc.subjecteigenfunctionsen_US
dc.subjectsystems with step-variable sectionen_US
dc.subjectweight functionsen_US
dc.subjectweighted orthogonal eigenfunctionsen_US
dc.subjectnatural vibrationsen_US
dc.subjectunit functionen_US
dc.subjecteigenfunctions with weighten_US
dc.subjectsquared norm of eigenfunctions with weighten_US
dc.titleCALCULATION OF DYNAMIC STRENGTH OF ELASTIC DEFORMED SYSTEMSen_US
dc.typeArticleen_US
Appears in Collections:No1, 2010

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