Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6898
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Electrical Engineering-
dc.creatorYau, MH-
dc.creatorChan, THT-
dc.creatorThambiratnam, DP-
dc.creatorTam, HY-
dc.date.accessioned2014-12-11T08:23:46Z-
dc.date.available2014-12-11T08:23:46Z-
dc.identifier.isbn978-962-367-731-8-
dc.identifier.urihttp://hdl.handle.net/10397/6898-
dc.language.isoenen_US
dc.publisherDepartment of Civil and Structural Engineering and Department of Mechanical Engineering, The Hong Kong Polytechnic University.en_US
dc.rightsCopyright ©2011 Department of Civil and Structural Engineering and Department of Mechanical Engineering, Hong Kong Polytechnic Universityen_US
dc.rightsPosted with permission of the publisher.en_US
dc.subjectVertical displacementen_US
dc.subjectStructural health monitoring (SHM)en_US
dc.subjectBridgeen_US
dc.subjectFiber Bragg grating (FGB) sensorsen_US
dc.titleUsing fiber Bragg grating (FBG) sensors for vertical displacement measurement of bridgesen_US
dc.typeConference Paperen_US
dc.description.otherinformationAuthor name used in this publication: H. Y. Tamen_US
dcterms.abstractIn many bridges, vertical displacements are one of the most relevant parameters for structural health monitoring in both the short and long terms. Bridge managers around the globe are always looking for a simple way to measure vertical displacements of bridges. However, it is difficult to carry out such measurements. On the other hand, in recent years, with the advancement of fiber-optic technologies, fiber Bragg grating (FBG) sensors are more commonly used in structural health monitoring due to their outstanding advantages including multiplexing capability, immunity of electromagnetic interference as well as high resolution and accuracy. For these reasons, using FBG sensors is proposed to develop a simple, inexpensive and practical method to measure vertical displacements of bridges. A curvature approach for vertical displacement measurement using curvature measurements is proposed. In addition, with the successful development of a FBG tilt sensors, an inclination approach is also proposed using inclination measurements. A series of simulation tests of a full-scale bridge was conducted. It shows that both the approaches can be implemented to determine vertical displacements for bridges with various support conditions, varying stiffness (El) along the spans and without any prior known loading. These approaches can thus measure vertical displacements for most of slab-on-girder and box-girder bridges. Moreover, with the advantages of FBG sensors, they can be implemented to monitor bridge behavior remotely and in real time. Further recommendations of these approaches for developments will also be discussed at the end of the paper.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDynamics for sustainable engineering : proceedings of the 14th Asia-Pacific Vibration Conference, 5-8 December 2011, Hong Kong, v. 1, p. 288-297-
dcterms.issued2011-12-
dc.relation.ispartofbookDynamics for sustainable engineering : proceedings of the 14th Asia-Pacific Vibration Conference, 5-8 December 2011, Hong Kong-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Conference Paper
Files in This Item:
File Description SizeFormat 
Yau_Using_Fiber_Bragg.pdf1.65 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

112
Last Week
2
Last month
Citations as of Apr 21, 2024

Downloads

156
Citations as of Apr 21, 2024

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.