Identification of Light Damping in Structures

J. L. Jensen, Rune Brincker, A. Rytter

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    Abstract

    Different methods to identification of linear and nonlinear damping in lightly damped structures are discussed in this paper. The discussion is based on experiments with a 4 meter high monopile. Two alternative methods have been used for experimental cases of linear and nonlinear damping. Method 1 is identification by ARMA models assuming a white noise input.Method 2 is identification by simulation of a free decay response. Experimental data on the free decay response has been obtained directly by measurement as well as by the random decrement technique. Two experimental cases has been considered. the first case was a naturally damped monopile which was considered to be linear viscous damped. The second case was nonlinear viscous damping of the monopile due to a mounted damper on the monopile. The two cases illustrates identification of lightly damping in the linear and nonlinear case.
    Original languageEnglish
    Title of host publicationProceedings of the 8th International Modal Analysis Conference : January 29 - February 1, 1990, Hyatt Orlando Kissimmee, Florida
    Number of pages7
    PublisherSociety for Experimental Mechanics
    Publication date1990
    Pages1041-1047
    ISBN (Print)0912053852
    Publication statusPublished - 1990
    EventThe International Modal Analysis Conference - Hyatt Orlando Kissimmee, Florida, United States
    Duration: 29 Jan 19901 Feb 1990
    Conference number: 8

    Conference

    ConferenceThe International Modal Analysis Conference
    Number8
    Country/TerritoryUnited States
    CityHyatt Orlando Kissimmee, Florida
    Period29/01/199001/02/1990
    Series International Modal Analysis Conference. Proceedings (Print)
    ISSN1046-6770

    Keywords

    • Damping
    • Monopile
    • ARMA Models

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