Harmonic vibrations of multispan beams

Claes Dyrbye

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

    Abstract

    Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency. The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.
    Original languageEnglish
    Title of host publicationProceedings of the Third European Conference on Structural Dynamics
    Place of PublicationFirenze
    PublisherCRC Press/Balkema
    Publication date1996
    Pages641-647
    Publication statusPublished - 1996
    EventEURODYN'96 - Firenze
    Duration: 1 Jan 1996 → …

    Conference

    ConferenceEURODYN'96
    CityFirenze
    Period01/01/1996 → …

    Fingerprint Dive into the research topics of 'Harmonic vibrations of multispan beams'. Together they form a unique fingerprint.

    Cite this