Bridge Displacements Monitoring Using Space-Borne X-Band SAR Interferometry

dc.contributor.author Lazecky,M en
dc.contributor.author Hlavacova,I en
dc.contributor.author Bakon,M en
dc.contributor.author Joaquim João Sousa en
dc.contributor.author Perissin,D en
dc.contributor.author Patricio,G en
dc.date.accessioned 2018-01-23T17:05:47Z
dc.date.available 2018-01-23T17:05:47Z
dc.date.issued 2017 en
dc.description.abstract The development of interferometric methodologies for deformation monitoring that are able to deal with long time series of synthetic aperture radar (SAR) images made the detection of seasonal effects possible by decomposing the differential SAR phase. In the case of monitoring of man-made structures, particularly bridges, the use of high-resolution X-band SAR data allows the determination of three major components with significant influence on the SAR phase: the linear deformation trend, the height of structures over terrain, and the thermal expansion. In the case of stable metallic or (reinforced) concrete structures, this last effect can reach a magnitude comparable to or even exceeding the other phase components. In this review, we present two case studies that confirm the feasibility of InSAR techniques for bridge deformation monitoring and our original approach to refine the thermal expansion component. en
dc.identifier.uri http://repositorio.inesctec.pt/handle/123456789/7317
dc.identifier.uri http://dx.doi.org/10.1109/jstars.2016.2587778 en
dc.language eng en
dc.relation 6354 en
dc.rights info:eu-repo/semantics/openAccess en
dc.title Bridge Displacements Monitoring Using Space-Borne X-Band SAR Interferometry en
dc.type article en
dc.type Publication en
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