Abstract
This paper deals with an extension of Jacquot's method to continuous beams, cases of structural elements carrying concentrated masses elastically attached to a beam, etc. Independent solutions have also been obtained by different variational approaches and it is indicated that this procedure is ideal from a practical engineering viewpoint since additional complexities, such as variable moments of inertia, can be tackled in a straightforward fashion. An experimental investigation was also performed to provide comparisons of the results for some of the geometric and/or mechanical parameters considered in the analytical development.
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