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In-plane vibrations of frames carrying concentrated masses

โœ 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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โœฆ 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 ~,.


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