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
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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
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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
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