Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/11514
DC Field | Value | Language |
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dc.date.accessioned | 2018-03-26T08:40:00Z | en |
dc.date.available | 2018-03-26T08:40:00Z | en |
dc.date.issued | 2017-10 | en |
dc.identifier.uri | http://hdl.handle.net/2122/11514 | en |
dc.description.abstract | Structures may be subjected to damage and deterioration over different timescales, and monitoring their health status may allow to perform maintenance actions before the functionality limit is reached. Masonry arch bridges, in particular, are sensitive to the bearings loss produced by scour of the streambed soil at the pier foundations. In this study, we measured the changes in the elastic properties of a 1:2 scaled model of a masonry arch bridge built in the laboratory to study the evolution of the damage mechanism related to the application of foundation movements. Specifically, the bridge is realized to model the effect of erosion of the ground underneath the central pier. We analysed the accelerometric records acquired along the structure generated by a sledgehammer hitting the bridge walls. We used the method of coda wave interferometry to detect the changes in the elastic properties of the medium. After selecting the specific frequency band exciting coda waves, we progressively measured the time lag between signals acquired in the intact and two damaged stages of the bridge for each source–receiver couple, and we fit the data to get the relative wave velocity changes. We found that the average relative velocity changes for the two damaged steps are Δv/v = −5.08 ± 0.08% and Δv/v = −8.2 ± 0.6%, consistently measured at all the analysed source–receiver couples. These values correspond to an average estimation of the velocity changes occurred within the structure, because the associated wavelengths are comparable with the bridge size and the damage is spread over a large portion of the structure. | en |
dc.language.iso | English | en |
dc.relation.ispartof | Structural Control and Health Monitoring | en |
dc.relation.ispartofseries | /24 (2017) | en |
dc.subject | bridge | en |
dc.subject | damage | en |
dc.subject | elastic waves | en |
dc.subject | health monitoring | en |
dc.subject | interferometry | en |
dc.title | Damage detection in elastic properties of masonry bridges using coda wave interferometry | en |
dc.type | article | en |
dc.description.status | Published | en |
dc.type.QualityControl | Peer-reviewed | en |
dc.description.pagenumber | e1976 | en |
dc.identifier.URL | https://onlinelibrary.wiley.com/doi/full/10.1002/stc.1976 | en |
dc.subject.INGV | 04.06. Seismology | en |
dc.identifier.doi | 10.1002/stc.1976 | en |
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dc.description.obiettivoSpecifico | 4T. Sismologia, geofisica e geologia per l'ingegneria sismica | en |
dc.description.journalType | JCR Journal | en |
dc.contributor.author | Serra, Marcello | en |
dc.contributor.author | Festa, Gaetano | en |
dc.contributor.author | Vassallo, Maurizio | en |
dc.contributor.author | Zollo, Aldo | en |
dc.contributor.author | Quattrone, Antonino | en |
dc.contributor.author | Ceravolo, Rosario | en |
dc.contributor.department | Università degli Studi di Napoli “Federico” II”, Dipartimento di Fisica “Ettore Pancini”, Naples, Italy | en |
dc.contributor.department | Università degli Studi di Napoli “Federico” II”, Dipartimento di Fisica “Ettore Pancini”, Naples, Italy | en |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma1, Roma, Italia | en |
dc.contributor.department | Università degli Studi di Napoli “Federico” II”, Dipartimento di Fisica “Ettore Pancini”, Naples, Italy | en |
dc.contributor.department | College of Engineering, Mathematics and Physical Sciences, Harrison Building, Streatham Campus, University of Exeter, Exeter, UK | en |
dc.contributor.department | Dipartimento di Ingegneria Strutturale, Edile e Geotecnica, Politecnico di Torino, Turin, Italy | en |
item.openairetype | article | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.grantfulltext | restricted | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Università degli Studi di Napoli “Federico” II”, Dipartimento di Fisica “Ettore Pancini”, Naples, Italy | - |
crisitem.author.dept | Dipartimento di Scienze Fisiche Università di Napoli Federico II | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma1, Roma, Italia | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione OV, Napoli, Italia | - |
crisitem.author.dept | College of Engineering, Mathematics and Physical Sciences, Harrison Building, Streatham Campus, University of Exeter, Exeter, UK | - |
crisitem.author.dept | Dipartimento di Ingegneria Strutturale, Edile e Geotecnica, Politecnico di Torino, Turin, Italy | - |
crisitem.author.orcid | 0000-0001-7442-7793 | - |
crisitem.author.orcid | 0000-0002-2588-8160 | - |
crisitem.author.orcid | 0000-0001-8552-6965 | - |
crisitem.author.orcid | 0000-0002-8191-9566 | - |
crisitem.author.orcid | 0000-0003-4856-051X | - |
crisitem.author.orcid | 0000-0001-5880-8457 | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.classification.parent | 04. Solid Earth | - |
crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
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