Institutional Repository [SANDBOX]
Technical University of Crete
EN  |  EL

Search

Browse

My Space

Dynamic analysis of beams by the boundary element method

Providakis Konstantinos, Beskos, Dimitri E

Simple record

URIhttp://purl.tuc.gr/dl/dias/98B6A7F1-9547-41A4-9E68-E2F9CBF11ACC-
Identifierhttps://doi.org/10.1016/0045-7949(86)90155-0-
Languageen-
Extent8 pagesen
TitleDynamic analysis of beams by the boundary element methoden
CreatorProvidakis Konstantinosen
CreatorΠροβιδακης Κωνσταντινοςel
CreatorBeskos, Dimitri Een
PublisherElsevieren
Content SummaryFree and forced flexural vibrations of beams are numerically studied with the aid of the direct boundary element method. The free vibration case is treated as an eigenvalue problem, while the forced vibration one is treated with the aid of the Laplace transform. The structural dynamic response is finally obtained by a numerical inversion of the transformed solution. The effects of a constant axial force, external viscous or internal viscoelastic damping, and an elastic foundation on the response are also considered. Various numerical examples serve to illustrate the method and demonstrate its advantages and disadvantages.en
Type of ItemPeer-Reviewed Journal Publicationen
Type of ItemΔημοσίευση σε Περιοδικό με Κριτέςel
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-17-
Date of Publication1986-
Bibliographic CitationC.P.Providakis , D.E. Beskos, "Dynamic analysis of beams by the boundary element method," Comp. and Struct., vol. 22, no6 , pp. 957-964, 1986. doi:10.1016/0045-7949(86)90155-0en

Services

Statistics

 

Copyright © DIAS 2013