Altering structures to clear vibration frequencies from a band

International Journal of Solids and Structures

Volumn 38, Issue 9, 2001, Pages 1523-1537

  Lawther, Ray ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EIGENVALUES AND EIGENFUNCTIONS; NATURAL FREQUENCIES; STIFFNESS; STRESS ANALYSIS; VIBRATIONS (MECHANICAL);

FREQUENCY EXCLUSION; VIBRATION FREQUENCY;

STRUCTURAL ANALYSIS;

EID: 0035254617     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(00)00115-3     Document Type: Article

References (8)

1. Barbato, J., Lawther, R., 1997. Bracing of structures to prescribed buckling loads. Struct. Engng. Mech. 5 (5), 523-528.
2. Brandon, J.A., 1984. Limitations for the use of an exact formula for receptance reanalysis. Int. J. Numer. Meth. Engng. 20, 1575-1580.
3. Brandon, J.A., 1990. Strategies for Structural Dynamic Modification. Research Studies Press, Taunton.
4. Lawther, R., 1995. Flexible bracing. Int. Conf. Struct. Stab. Des., Sydney, pp. 91-94.
5. Parlett, B.N., 1980. The Symmetric Eigenvalue Problem. Prentice Hall, NJ.
6. Weissenburger, J.T., 1968. Effect of local modifications on the vibration characteristics of linear systems. Trans. ASME J. Appl. Mech. 35, 327-332.
7. Williams, F.W., Anderson, M.S., 1983. Incorporation of Lagrangian multipliers into an algorithm for finding exact natural frequencies or critical buckling loads. Int. J. Mech. Sci. 25 (8), 579-584.
8. Wittrick, W.H., Williams, F.W., 1971. A general algorithm for computing natural frequencies of elastic structures. Quart. J. Appl. Math. 24, 263-284.