In-plane vibrations of frames carrying concentrated masses
โ Scribed by P.A.A. Laura; B.H. Valerga de Greco; C.P. Filipich
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 342 KB
- Volume
- 117
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 beam theory is employed and the frequency equation is generated by means of the Rayleigh-Ritz method and simple polynomial co-ordinate functions in order to represent the displacement field. An unknown parameter "r is included in the polynomials and this allows for optimization of the frequency coefficient by minimizing it with respect to ~,.
๐ SIMILAR VOLUMES
A BSTRA CT Two solutions for the title problem are presented in this study: (i) an exact approach using the Bernouilli theory of vibrating beams; (iO a finite element solution using classical beam elements. Excellent agreement is achieved for all cases considered. Experimental results are also prese
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