Ιδρυματικό Αποθετήριο
Πολυτεχνείο Κρήτης
Πολυτεχνείο Κρήτης
EN
|
EL
| URI | http://purl.tuc.gr/dl/dias/98B6A7F1-9547-41A4-9E68-E2F9CBF11ACC | - |
| Αναγνωριστικό | https://doi.org/10.1016/0045-7949(86)90155-0 | - |
| Γλώσσα | en | - |
| Μέγεθος | 8 pages | en |
| Τίτλος | Dynamic analysis of beams by the boundary element method | en |
| Δημιουργός | Providakis Konstantinos | en |
| Δημιουργός | Προβιδακης Κωνσταντινος | el |
| Δημιουργός | Beskos, Dimitri E | en |
| Εκδότης | Elsevier | en |
| Περίληψη | Free 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 |
| Τύπος | Peer-Reviewed Journal Publication | en |
| Τύπος | Δημοσίευση σε Περιοδικό με Κριτές | el |
| Άδεια Χρήσης | http://creativecommons.org/licenses/by/4.0/ | en |
| Ημερομηνία | 2015-10-17 | - |
| Ημερομηνία Δημοσίευσης | 1986 | - |
| Βιβλιογραφική Αναφορά | C.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)90155-0 | en |
Copyright © DIAS 2013
