Minimum stiffness of an internal elastic support to maximize the fundamental frequency of a vibrating beam [4]

Journal of Sound and Vibration

Volumn 259, Issue 1, 2003, Pages 229-232

  Wang, C Y ^a  

^a MICHIGAN STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; FINITE ELEMENT METHOD; STIFFNESS; SUPPORTS; VIBRATIONS (MECHANICAL);

FUNDAMENTAL FREQUENCY;

BEAMS AND GIRDERS;

EID: 0037242483     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.2002.5100     Document Type: Letter

References (8)

1. R. COURANT and D. HILBERT 1953 Methods of Mathematical Physics, Vol. 1. New York: Interscience; Chapter 5.
2. B. AKESSON and N. OLHOFF 1988 Journal of Sound and Vibration 120, 457-463. Minimum stiffness of optimally located supports for maximum value of beam eigenfrequencies.
3. S. P. TIMOSHENKO and J. M. GERE 1961 Theory of Elastic Stability. New York: McGraw-Hill; Chapter 2.
4. D. J. GORMAN 1975 Free Vibration Analysis of Beams and Shafts. New York: Wiley; Chapter 1.
5. M. J. MAURIZI and D. V. B. ROSSIT 1987 Journal of Sound and Vibration 119, 173-176. Free vibration of a clamped-clamped beam with an intermediate elastic support.
6. C. K. RAO 1989 Journal of Sound and Vibration 133, 502-509. Frequency analysis of clamped-clamped uniform beams with intermediate elastic support.
7. S. KULKA 1991 Journal of Sound and Vibration 149, 154-159. The Green function method in frequency analysis of a beam with intermediate elastic supports.
8. K. M. WON and Y. S. PARK 1998 Journal of Sound and Vibration 213, 801-812. Optimal support positions for a structure to maximize its fundamental natural frequency.