Show simple item record

dc.contributor.authorEsat, I.I.
dc.contributor.authorKhoshnoud, Farbod
dc.contributor.authorKhoshnoud, Farhoud
dc.date.accessioned2012-01-03T16:01:11Z
dc.date.available2012-01-03T16:01:11Z
dc.date.issued2004-12-01
dc.identifier.citationEsat , I I , Khoshnoud , F & Khoshnoud , F 2004 , ' Modal description of vibratory behaviour of structures using fuzzy membership functions ' , Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics , vol. 218 , no. 4 , pp. 173-181 . https://doi.org/10.1243/1464419043541473
dc.identifier.issn1464-4193
dc.identifier.otherPURE: 490309
dc.identifier.otherPURE UUID: 557fc67b-bad2-415b-8c85-900f5f9091e1
dc.identifier.otherScopus: 10644283876
dc.identifier.urihttp://hdl.handle.net/2299/7574
dc.descriptionCopyright 2008 Elsevier B.V., All rights reserved.
dc.description.abstractA method is developed to model vibratory systems in terms of their modal shapes estimated by fuzzy membership functions and updated by use of frequency response functions. In this method, fuzzy output membership functions are introduced based on 'guessed' mode shapes of the system. The approximate mode shapes can be estimated as they partially depend on the boundary conditions. The fuzzy membership functions are then updated using experimental modal analysis method which is used in refining 'fuzzy mode shapes'. The fuzzy mode shapes are then interpolated with respect to geometry and frequency, giving full behaviour description of the system in frequency domain using fuzzy neural network. Although the method proposed is general in this paper, the case study is based on a simple beam. Two inputs of the fuzzy model are sampling positions on the beam and frequency. The natural frequencies of the system were found by experimental tests. Mode shape or deflection of the beam is introduced by zero, medium, large and positive and negative terms. These mode shapes are modified by using the data from experimental modal analysis. The corresponding magnitude in the fuzzy model is updated by magnitudes from mode shapes from modal testing. A fuzzy neural network is used to determine the mode shape curves from the updated mode shapes. This approach compliments modal analysis and enhances it by incorporating it with fuzzy reasoning. In that respect the proposed method offers two distinct benefits, firstly, the use of fuzzy membership functions provides a means of dealing with uncertainty in measured data and, secondly, it give access to a large repertoire of tools available in fuzzy reasoning field. The procedure proposed in this paper is a novel and has not been done before.en
dc.format.extent9
dc.language.isoeng
dc.relation.ispartofProceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics
dc.titleModal description of vibratory behaviour of structures using fuzzy membership functionsen
dc.contributor.institutionSchool of Engineering and Technology
dc.description.statusPeer reviewed
dc.identifier.urlhttp://www.scopus.com/inward/record.url?scp=10644283876&partnerID=8YFLogxK
rioxxterms.versionofrecordhttps://doi.org/10.1243/1464419043541473
rioxxterms.typeJournal Article/Review
herts.preservation.rarelyaccessedtrue


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record