Linear forced in-plane and out-of-plane vibrations of frames having a curved member

Simple item page
dc.contributor.authorÖzyiǧit H.A.
dc.contributor.authorÖz H.R.
dc.contributor.authorTekelioǧlu M.
dc.date.accessioned2024-07-22T08:24:24Z
dc.date.available2024-07-22T08:24:24Z
dc.date.issued2004
dc.description.abstractThe forced, in-plane and out-of-plane vibrations of frames comprised of straight and curved members are investigated using Finite Element Methods. The straight and curved beams are assumed as Euler-Bernoulli type and they have circular cross-sections. The frame lies in a single plane. In the analysis, elongation, bending and rotary inertia effects are included. Four degrees of freedom for in-plane vibrations and three degrees of freedom for out-of-plane vibrations are assumed. The in-plane and out-of-plane point and transfer receptances are obtained in order to determine the sensitive and non-sensitive frequency interval of the frame system.
dc.identifier.issn1300686X
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19965
dc.language.isoEnglish
dc.subjectBending (deformation)
dc.subjectBoundary conditions
dc.subjectComputer program listings
dc.subjectDegrees of freedom (mechanics)
dc.subjectEigenvalues and eigenfunctions
dc.subjectFinite element method
dc.subjectStructural frames
dc.subjectStructural loads
dc.subjectCurved beams
dc.subjectEuler-Bernoulli
dc.subjectForced vibrations
dc.subjectVibration of frames
dc.subjectVibration measurement
dc.titleLinear forced in-plane and out-of-plane vibrations of frames having a curved member
dc.typeArticle

Files

Collections

Scopus Koleksiyonu