Free vibrations of a linear structure with arbitrary support conditions
Publication
, Journal Article
Dowell, EH
Published in: Trans. ASME, E, J. Appl. Mech. (USA)
2008
A method for the analysis of the free vibrations of a linear structure supported in an arbitrary way is presented based upon the use of the normal modes of the unsupported or unconstrained structure in a Rayleigh-Ritz analysis with the support or constraint conditions enforced by means of Lagrange multipliers. The advantages of such a procedure over more conventional methods are discussed
Duke Scholars
Published In
Trans. ASME, E, J. Appl. Mech. (USA)
Publication Date
2008
Volume
38
Issue
3
Start / End Page
595 / 600
Citation
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ICMJE
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Dowell, E. H. (2008). Free vibrations of a linear structure with arbitrary support conditions. Trans. ASME, E, J. Appl. Mech. (USA), 38(3), 595–600.
Dowell, E. H. “Free vibrations of a linear structure with arbitrary support conditions.” Trans. ASME, E, J. Appl. Mech. (USA) 38, no. 3 (2008): 595–600.
Dowell EH. Free vibrations of a linear structure with arbitrary support conditions. Trans ASME, E, J Appl Mech (USA). 2008;38(3):595–600.
Dowell, E. H. “Free vibrations of a linear structure with arbitrary support conditions.” Trans. ASME, E, J. Appl. Mech. (USA), vol. 38, no. 3, 2008, pp. 595–600.
Dowell EH. Free vibrations of a linear structure with arbitrary support conditions. Trans ASME, E, J Appl Mech (USA). 2008;38(3):595–600.
Published In
Trans. ASME, E, J. Appl. Mech. (USA)
Publication Date
2008
Volume
38
Issue
3
Start / End Page
595 / 600