Please use this identifier to cite or link to this item:
http://hdl.handle.net/10773/9599
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Antunes, P. | pt |
dc.contributor.author | Travanca, R. | pt |
dc.contributor.author | Varum, H. | pt |
dc.contributor.author | André, P. | pt |
dc.date.accessioned | 2013-01-28T15:00:12Z | - |
dc.date.issued | 2012 | - |
dc.identifier.issn | 0143-974X | pt |
dc.identifier.uri | http://hdl.handle.net/10773/9599 | - |
dc.description.abstract | This 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.iso | eng | pt |
dc.publisher | Elsevier | pt |
dc.relation | FCT - SFRH/BD/41077/2007 | pt |
dc.rights | restrictedAccess | por |
dc.subject | Steel towers | pt |
dc.subject | Structural health monitoring | pt |
dc.subject | FBG based accelerometers | pt |
dc.subject | Numerical simulation | pt |
dc.subject | Model calibration | pt |
dc.title | Dynamic monitoring and numerical modelling of communication towers with FBG based accelerometers | pt |
dc.type | article | pt |
dc.peerreviewed | yes | pt |
ua.distribution | international | pt |
degois.publication.firstPage | 58 | pt |
degois.publication.lastPage | 62 | pt |
degois.publication.title | Journal of Constructional Steel Research | pt |
degois.publication.volume | 74 | pt |
dc.date.embargo | 10000-01-01 | - |
dc.identifier.doi | 10.1016/j.jcsr.2012.02.006 | pt |
Appears in Collections: | DECivil - Artigos |
Files in This Item:
File | Description | Size | Format | |
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E_050.pdf | 1.32 MB | Adobe PDF | ![]() |
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