Number of the records: 1  

Experimental and theoretical analysis of stability autoparametric pendulum with viscous dampers

  1. 1.
    SYSNO ASEP0346352
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleExperimental and theoretical analysis of stability autoparametric pendulum with viscous dampers
    Author(s) Pospíšil, Stanislav (UTAM-F) RID, SAI, ORCID
    Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Fischer, Cyril (UTAM-F) RID, SAI, ORCID
    Number of authors3
    Source TitleProc. of the 10th International conference RASD 2010. - Southampton : University of Southampton, Institute of sound and vibration research, 2010 / Brennan M.S. - ISBN 9780854329106
    Pagess. 12-21
    Number of pages10 s.
    Publication formCD -ROM - CD -ROM
    ActionInternational conference RASD 2010 /10./
    Event date12.07.2010-14.07.2010
    VEvent locationSouthampton
    CountryGB - United Kingdom
    Event typeWRD
    Languageeng - English
    CountryGB - United Kingdom
    Keywordsauto-parametric pendulum ; variable damping ; semi-trivial stability
    Subject RIVJM - Building Engineering
    R&D ProjectsGA103/09/0094 GA ČR - Czech Science Foundation (CSF)
    GC103/07/J060 GA ČR - Czech Science Foundation (CSF)
    IAA2071401 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
    IAA200710805 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
    CEZAV0Z20710524 - UTAM-F (2005-2011)
    AnnotationThe article describes an experimental and theoretical treatment of the auto-parametric pendulum damper modelled as a double-degree-of-freedom (DDOF) system. It is strongly non-linear, with the harmonic excitation being applied in the suspension point and interpreted for instance as an excitation by wind. The stability of the motion in a vertical plane is analysed in the meaning of semi-trivial vibration. This effect of stability loss and possible stability regain is very important from practical point of view, because the motion of an damper beyond the stability limits may act negatively and thus endanger the structure itself.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2011
Number of the records: 1  

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