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Limit cycle stability of two degree of freedom system under deterministic and random perturbation

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00429317" target="_blank" >RIV/68378297:_____/14:00429317 - isvavai.cz</a>

  • Result on the web

    <a href="http://paginas.fe.up.pt/eurodyn2014/CD/papers/271_MS11_ABS_1024.pdf" target="_blank" >http://paginas.fe.up.pt/eurodyn2014/CD/papers/271_MS11_ABS_1024.pdf</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Limit cycle stability of two degree of freedom system under deterministic and random perturbation

  • Original language description

    Multi-degree of freedom (MDOF) non-linear systems are characterized by a number of response types. Limit Cycles (LC) are of the most important representing typical post-critical response type of many systems. They can be encountered in aeroelasticity, earthquake engineering, high speed traffic mechanics, plasma physics, optics, etc. Stable and unstable LCs should be distinguished. The aspect of stability and non-stability impresses on LC the character of an attractor or a repulser. Normal form of governing stochastic differential system with Gaussian white noise perturbations is considered. LC stability investigation is conducted on the basis of the relevant Fokker-Planck (FP) equation. The stochastic differential system with multi-component additive and multiplicative perturbation is then constructed and transformed into FP equation with respect to special toroidal coordinate system around the LC. Perturbation of PDF stability is then analyzed in the meaning of the mean value and vari

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GC13-34405J" target="_blank" >GC13-34405J: Stochastic vibration of beam structures due to moving random loads and wind actions.</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of the 9th International Conference on Structural Dynamics. EURODYN 2014

  • ISBN

    978-972-752-165-4

  • ISSN

    2311-9020

  • e-ISSN

  • Number of pages

    14

  • Pages from-to

    1943-1956

  • Publisher name

    European Association for Structural Dynamics (EASD)

  • Place of publication

    Porto

  • Event location

    Porto

  • Event date

    Jun 30, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000354786602076