Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/9599
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dc.contributor.authorAntunes, P.pt
dc.contributor.authorTravanca, R.pt
dc.contributor.authorVarum, H.pt
dc.contributor.authorAndré, P.pt
dc.date.accessioned2013-01-28T15:00:12Z-
dc.date.issued2012-
dc.identifier.issn0143-974Xpt
dc.identifier.urihttp://hdl.handle.net/10773/9599-
dc.description.abstractThis study presents the dynamic monitoring of two telecommunication tall slender steel towers with an optical FBG accelerometer. Numerical simulation for both towers was used recurring to finite elements modelling in order to demonstrate the feasibility of using optical technology in this type of structural monitoring. The results show a good agreement between experimental and simulated data, demonstrating that the optical accelerometer can be a very useful tool in the monitoring of tall slender structures.pt
dc.language.isoengpt
dc.publisherElsevierpt
dc.relationFCT - SFRH/BD/41077/2007pt
dc.rightsrestrictedAccesspor
dc.subjectSteel towerspt
dc.subjectStructural health monitoringpt
dc.subjectFBG based accelerometerspt
dc.subjectNumerical simulationpt
dc.subjectModel calibrationpt
dc.titleDynamic monitoring and numerical modelling of communication towers with FBG based accelerometerspt
dc.typearticlept
dc.peerreviewedyespt
ua.distributioninternationalpt
degois.publication.firstPage58pt
degois.publication.lastPage62pt
degois.publication.titleJournal of Constructional Steel Researchpt
degois.publication.volume74pt
dc.date.embargo10000-01-01-
dc.identifier.doi10.1016/j.jcsr.2012.02.006pt
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