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Stability of two-degrees-of-freedom aero-elastic models with frequency and time variable parametric self-induced forces

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    SYSNO ASEP0447164
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleStability of two-degrees-of-freedom aero-elastic models with frequency and time variable parametric self-induced forces
    Author(s) Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Pospíšil, Stanislav (UTAM-F) RID, SAI, ORCID
    Yau, J. D. (TW)
    Number of authors3
    Source TitleJournal of Fluids and Structures. - : Elsevier - ISSN 0889-9746
    Roč. 57, August (2015), s. 91-107
    Number of pages17 s.
    Publication formPrint - P
    Languageeng - English
    CountryGB - United Kingdom
    Keywordsaero-elastic system ; self-excited vibration ; dynamic stability ; Routh–Hurwitz conditions ; flutter derivatives ; divergence
    Subject RIVJM - Building Engineering
    R&D ProjectsLO1219 GA MŠMT - Ministry of Education, Youth and Sports (MEYS)
    GC13-34405J GA ČR - Czech Science Foundation (CSF)
    Institutional supportUTAM-F - RVO:68378297
    UT WOS000361403500007
    EID SCOPUS84939856893
    DOI10.1016/j.jfluidstructs.2015.05.010
    AnnotationThe lowest critical state of slender systems representing long suspension bridges can be investigated using two degree of freedom linear models.Initially,the neutral model with aero-elastic forces treated as constants can be used and such approach works well on the theoretical level.However,because time dependency is neglected,it is naturally limited to the very close neighborhood of the bifurcation point.Thus,an approach using aero- elastic coefficients known as flutter derivatives was introduced in the past.The present paper combines these models together on one common basis and establishes linkage to avoid the time–frequency duality.The stability limits are analysed by means of the generalized Routh–Hurwitz approach and Liénard theorems. Some examples of bridge stability analyses are provided using experimentally ascertained or literature based data.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2016
Number of the records: 1  

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