Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations

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dc.contributor.advisor Pakrashi, Vikram en
dc.contributor.author Jaksic, Vesna
dc.date.accessioned 2014-02-24T15:02:43Z
dc.date.available 2014-02-24T15:02:43Z
dc.date.issued 2014
dc.identifier.citation Jaksic, V. 2013. Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations. PhD Thesis, University College Cork. en
dc.identifier.endpage 306
dc.identifier.uri http://hdl.handle.net/10468/1408
dc.description.abstract Structural Health Monitoring (SHM) is an integral part of infrastructure maintenance and management systems due to socio-economic, safety and security reasons. The behaviour of a structure under vibration depends on structure characteristics. The change of structure characteristics may suggest the change in system behaviour due to the presence of damage(s) within. Therefore the consistent, output signal guided, and system dependable markers would be convenient tool for the online monitoring, the maintenance, rehabilitation strategies, and optimized decision making policies as required by the engineers, owners, managers, and the users from both safety and serviceability aspects. SHM has a very significant advantage over traditional investigations where tangible and intangible costs of a very high degree are often incurred due to the disruption of service. Additionally, SHM through bridge-vehicle interaction opens up opportunities for continuous tracking of the condition of the structure. Research in this area is still in initial stage and is extremely promising. This PhD focuses on using bridge-vehicle interaction response for SHM of damaged or deteriorating bridges to monitor or assess them under operating conditions. In the present study, a number of damage detection markers have been investigated and proposed in order to identify the existence, location, and the extent of an open crack in the structure. The theoretical and experimental investigation has been conducted on Single Degree of Freedom linear system, simply supported beams. The novel Delay Vector Variance (DVV) methodology has been employed for characterization of structural behaviour by time-domain response analysis. Also, the analysis of responses of actual bridges using DVV method has been for the first time employed for this kind of investigation. en
dc.description.sponsorship Irish Research Council for Science Engineering and Technology (Embark Initiative) en
dc.format.mimetype application/pdf en
dc.language.iso en en
dc.publisher University College Cork en
dc.rights © 2013. Vesna Jaksic en
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/ en
dc.subject Bridge-vehicle interaction en
dc.subject Structural health monitoring en
dc.subject Damage detection markers en
dc.subject Laser Doppler Vibrometer (LDV) en
dc.subject Delay Vector Variance Method (DVV) en
dc.subject.lcsh Bridges--Maintenance and repair en
dc.subject.lcsh Bridges--Testing en
dc.title Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations en
dc.type Doctoral thesis en
dc.type.qualificationlevel Doctoral en
dc.type.qualificationname PHD (Engineering) en
dc.internal.availability Full text available en
dc.check.info No embargo required en
dc.description.version Accepted Version
dc.contributor.funder Irish Research Council for Science Engineering and Technology en
dc.description.status Not peer reviewed en
dc.internal.school Civil Engineering en
dc.check.type No Embargo Required
dc.check.reason No embargo required en
dc.check.opt-out Not applicable en
dc.thesis.opt-out false
dc.check.embargoformat Not applicable en
ucc.workflow.supervisor v.pakrashi@ucc.ie
dc.internal.conferring Spring Conferring 2014 en


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© 2013. Vesna Jaksic Except where otherwise noted, this item's license is described as © 2013. Vesna Jaksic
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