1. University of Kragujevac Digital Archive
  2. University of Kragujevac
  3. Faculty of Mechanical and Civil Engineering, Kraljevo
Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/19044
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dc.contributor.authorNikolić, Aleksandar-
dc.contributor.authorŠalinić, Slaviša-
dc.date.accessioned2023-10-12T09:03:34Z-
dc.date.available2023-10-12T09:03:34Z-
dc.date.issued2015-
dc.identifier.isbn978-86-7892-715-7en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/19044-
dc.description.abstractA rigid multibody method for free vibration analysis of horizontal axis wind turbine tower is proposed. The considerations are performed in the frame of Euler-Bernoulli beam theory. There are two basic steps of this method. In the first step, the shape of the tower is approximated by the n cylindrical flexible segments. Then, every of the n cylindrical flexible segments is replaced with the three rigid bodies connected by the corresponding joints and springs in them. Finally, the rigid multibody model of the tower is provided.The results of the proposed model are compared with the similar one from the literature.en_US
dc.language.isoenen_US
dc.publisherSerbian Society of Mechanicsen_US
dc.subjectFree vibrationen_US
dc.subjectNatural frequenciesen_US
dc.subjectWind turbine toweren_US
dc.subjectEuler-Bernoulli beam theoryen_US
dc.titleFree vibration analysis of the horizontal axis wind turbine toweren_US
dc.typeconferenceObjecten_US
dc.description.versionPublisheden_US
dc.relation.conference5th International Congress of Serbian Society of Mechanicsen_US
dc.type.versionPublishedVersionen_US
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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