## A BSTRA CT The present paper deals with an exact solution of the title problem. Modal shapes and natural frequency coefficients are determined for a significant range of the mechanical andgeometric parameters that come into play. When the parameter I/A L z (where I is cross-sectional moment of
β¦ LIBER β¦
Analytical and experimental investigation on vibrating arches clamped at one end and carrying a concentrated mass at the other
β Scribed by L. Ercoli; P.A.A. Laura; C.P. Filipich; V.H. Cortinez
- Publisher
- Elsevier Science
- Year
- 1986
- Tongue
- English
- Weight
- 299 KB
- Volume
- 111
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
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This paper presents an exact solution of the title problem, using classical beam theory. It is also assumed that the tip mass is guided in such a manner that the end of the beam does not rotate.