Please use this identifier to cite or link to this item: https://scidar.kg.ac.rs/handle/123456789/10638
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dc.contributor.authorTomović, Aleksandar-
dc.contributor.authorŠalinić, Slaviša-
dc.contributor.authorObradovic, Aleksandar-
dc.contributor.authorGrbovic, Aleksandar-
dc.contributor.authorMilovancevic, Milorad-
dc.date.accessioned2021-04-20T16:16:12Z-
dc.date.available2021-04-20T16:16:12Z-
dc.date.issued2020-
dc.identifier.issn0307-904X-
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/10638-
dc.description.abstract© 2019 Elsevier Inc. In this paper, the coupled axial-bending vibration of planar serial frame structures composed of rigid bodies and Euler-Bernoulli beam segments is considered. The corresponding mode orthogonality conditions for this kind of structures are derived. It is assumed that the mass centers of rigid bodies have both the transverse and the axial eccentricity with respect to beam neutral axes and that the mass centers are located in the plane in which the rigid bodies perform planar motion. The system responses to initial excitation in the case of distinct as well as repeated natural frequencies are considered. Theoretical considerations are accompanied by four numerical examples.-
dc.rightsrestrictedAccess-
dc.sourceApplied Mathematical Modelling-
dc.titleClosed-form solution for the free axial-bending vibration problem of structures composed of rigid bodies and elastic beam segments-
dc.typearticle-
dc.identifier.doi10.1016/j.apm.2019.09.008-
dc.identifier.scopus2-s2.0-85074387831-
Appears in Collections:Faculty of Mechanical and Civil Engineering, Kraljevo

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