Preserving the fundamental frequencies of beams despite mass attachments

Journal of Sound and Vibration

Volumn 235, Issue 2, 2000, Pages 345-359

  Gurgoze, M ^a   Inceoglu, S ^a  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); CANTILEVER BEAMS; EIGENVALUES AND EIGENFUNCTIONS; NATURAL FREQUENCIES; RIGIDITY; SPRINGS (COMPONENTS); STIFFNESS MATRIX;

MASS ATTACHMENTS; MASS MATRIX;

VIBRATIONS (MECHANICAL);

EID: 0034246314     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1999.2884     Document Type: Editorial

References (6)

1. J.T. WEISSENBURGER Effect of local modifications on the vibration characteristics of linear systems ASME Journal of Applied Mechanics 35 1968 327 332
2. J.F. BALDWIN S.G. HUTTON Natural modes of modified structures American Institute of Aeronautics and Astronautics Journal 23 1985 1737 1743
3. Y.M. RAM J.J. BLECH The dynamic behaviour of a vibratory system after modification Journal of Sound and Vibration 150 1991 357 370
4. J.E. MOTTERSHEAD G. LALLEMENT Vibration modes and the cancellation of poles and zeros by unit-rank modifications to structures Journal of Sound and Vibration 222 1999 833 851
5. P.A.A. LAURA R.E. ROSSI M.J. MAURIZI Dynamic stiffening of structural elements The Shock and Vibration Digest 23 1991 3 7
6. M. GÜRGÖZE On the eigenvalues of viscously damped beams, carrying heavy masses and restrained by linear and torsional springs Journal of Sound and Vibration 208 1997 153 158