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
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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
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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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
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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