The natural frequencies and the corresponding mode shapes of a uniform cantilever beam carrying ''any number of'' elastically mounted point masses are determined by means of the analytical-and-numerical-combined method (ANCM). One of the key points for the present method is to replace each spring-ma
DYNAMIC ANALYSIS OF A UNIFORM CANTILEVER BEAM CARRYING A NUMBER OF ELASTICALLY MOUNTED POINT MASSES WITH DAMPERS
β Scribed by J.-S. WU; D.-W. CHEN
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 280 KB
- Volume
- 229
- Category
- Article
- ISSN
- 0022-460X
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π SIMILAR VOLUMES
The eigenvalues of a uniform cantilever beam carrying any number of spring}damper}mass systems with arbitrary magnitudes and locations were determined by means of the analytical-and-numerical-combined method (ANCM). First of all, each spring}damper}mass system was replaced by a massless e!ective spr
An analysis is developed for the restrained vibration of circular and elliptical plates, mass-loaded at the center and along the periphery. The plates are restrained along the edges by rotational and translational springs. The optimized Rayleigh-Ritz technique is used to obtain an approximate soluti