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Investigation of stochastic resonance effects in problems of wind induced vibration

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00429311" target="_blank" >RIV/68378297:_____/14:00429311 - isvavai.cz</a>

  • Result on the web

    <a href="http://paginas.fe.up.pt/eurodyn2014/CD/papers/272_MS11_ABS_1084.pdf" target="_blank" >http://paginas.fe.up.pt/eurodyn2014/CD/papers/272_MS11_ABS_1084.pdf</a>

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Investigation of stochastic resonance effects in problems of wind induced vibration

  • Original language description

    We study the response of a dynamic non-linear single degree of freedom system with cubic characteristic to a combination of additive random noise and external deterministic periodic force. We apply the principles of stochastic resonance in the field of wind engineering to investigate vibration of a slender prismatic beam in a cross flow with a turbulence component. The aim of the study is to find such parameter combinations which should be avoided in practice to eliminate response amplitude increase dueto the effect of the stochastic resonance. We assume the non-linear oscillator (beam) with one generalized degree of freedom in the divergence-like regime. It is described by the version of the Duffing equation. We conduct the theoretical investigationwith the use of relevant Fokker-Planck equation together with a verification by numerical simulation of corresponding stochastic differential system. Real characteristics of the beam sectional model investigated in the wind tunnel are emp

  • 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

    7

  • Pages from-to

    1957-1963

  • 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

    000354786602077