Utilize este identificador para referenciar este registo: https://hdl.handle.net/10216/157773
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Campo DCValorIdioma
dc.creatorHenriques, D
dc.creatorGonçalves, R
dc.creatorCarlos Sousa
dc.creatorCamotim, D
dc.date.accessioned2024-03-28T00:10:57Z-
dc.date.available2024-03-28T00:10:57Z-
dc.date.issued2023
dc.identifier.othersigarra:665662
dc.identifier.urihttps://hdl.handle.net/10216/157773-
dc.description.abstractThis paper presents a computationally efficient finite element, based on Generalised Beam Theory (GBT), that enables assessing the vibration serviceability limit state (the calculation of undamped natural frequencies and vibration mode shapes) of steel-concrete composite beams, accounting for concrete cracking and cross-section in-plane and out-of-plane deformation. It is shown that the modal decomposition features of GBT enable an in-depth characterisation of the vibration modes. A numerical example is presented to illustrate the accuracy and efficiency of the proposed element, through comparison with refined shell finite element model results. (c) 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.
dc.language.isoeng
dc.relation.ispartofMechanisms and Machine Science
dc.rightsrestrictedAccess
dc.titleGBT-based Vibration Analysis of Cracked Steel-Concrete Composite Beams
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1007/978-3-031-15758-5_2
dc.identifier.authenticusP-00X-G65
Aparece nas coleções:FEUP - Artigo em Livro de Atas de Conferência Internacional

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