An exact solution of the title problem is presented. The overall situation is of great interest in many engineering applications. Three combinations of boundary conditions for the structural element are considered: simply supported, simply supported - clamped and clamped at both ends. An analysis of
Vibrations of beams and plates carrying concentrated masses
โ Scribed by P.A.A. Laura; C.P. Filipich; V.H. Cortinez
- Book ID
- 108358425
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 262 KB
- Volume
- 117
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The present paper deals with the determination of the fundamental frequency of vibration of clamped and simpty supported elliptical plates carrying concentric, concentrated masses. Numerical values of the fundamental frequency coefficient are presented as a function of the plate aspect ratio and of
## SUMMA R Y The title problem is solved using very simple co-ordinate functions and the Rayleigh-Schmidt technique, and constitutes an extension of a previous study performed by the authors. It is assumed that the plate edge is elastically restrained against rotation. Numerical results are prese
This paper deals with the determination of the fundamental frequency of vibration (antisymmetric mode) of a frame elastically restrained against translation and rotation at the ends, carrying concentrated masses. It is assumed that the structural configuration under study is symmetrical. Classical b
This paper deals with vibrations of skew plates carrying a concentrated mass. To analyze these problems, the spline element technique is used. The effects of the ratio of the concentrated mass to the plate mass, the position of the concentrated mass, and the skew angle on the vibrational characteris