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
Free vibrations of solid and hollow wedge beams with rectangular or circular cross-sections and carrying any number of point masses
β Scribed by Jong-Shyong Wu; Lieh-Kwang Chiang
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 321 KB
- Volume
- 60
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.981
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π SIMILAR VOLUMES
The natural frequencies and the corresponding mode shapes of a uniform rectangular plate carrying any number of rigidly attached (or elastically mounted) point masses and translational springs with various magnitudes and arbitrary locations are determined by using the modified Analytical and Numeric
By means of the analytical-and-numerical-combined method (ANCM), the natural frequencies and the corresponding mode shapes of a uniform rectangular flat plate carrying any number of point masses and translational springs are determined. The boundary (supported) conditions of the plate and the magnit
We find the title paper both useful and very interesting and we would like to congratulate the authors to their work [1]. On the other hand it is also the purpose of this letter to add some pertinent references which have been inadvertently omitted by the authors. Reference [2] deals with elastical