PSI - Issue 44
Available online at www.sciencedirect.com Structural Integrity Procedia 00 (2022) 000 – 000 Available online at www.sciencedirect.com ScienceDirect
www.elsevier.com/locate/procedia
ScienceDirect
Procedia Structural Integrity 44 (2023) 1996–2003
© 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. Abstract Transport network management authorities need to address targeted monitoring and structural assessment on appropriately selected critical bridges to improve the serviceability and safety of the network optimising the involved financial budgets and resources. The multi-temporal satellite-based differential interferometry, commonly referred to as MTInSAR, is a remote-sensing technique aimed at detecting displacements of coherent scatterers on the terrestrial surface with centimetre- to millimetre-level accuracy. This paper applies an MTInSAR-based methodology for the portfolio-scale evaluation of deformation phenomena on bridges, suitable for addressing targeted sensor-based monitoring or on-site inspection plans. The methodology is applied to a case-study highway network in Roma (Italy) by using Sentinel-1 (C-band) and COSMO-SkyMed (X-band) satellite datasets. The interferometry products are processed to identify bridge-specific deformation scenarios. The MTInSAR products and the deformation scenarios related to some specific test bridges subjected to subsidence phenomena are analysed to highlight the advantages and disadvantages of the investigated approach. © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license ( https://creativecommons.org/licenses/by-nc-nd/4.0 ) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy Keywords: bridge monitoring, remote sensing, satellite interferometry, persistent scatterers, MTInSAR open ense ( XIX ANIDIS Conference, Seismic Engineering in Italy On the Use of Satellite-Based Interferometry for Structural Monitoring of Bridge Portfolios Andrea Nettis a *, Vincenzo Massimi b , Raffaele Nutricato c , Davide Oscar Nitti c , Sergio Samarelli b , Giuseppina Uva a a Dipartimento di Ingegneria Civile, Ambientale, Territoriale, Edile e di Chimica, Politecnico di Bari, Bari, Italy b PLANETEK ITALIA s.r.l., Bari, Italy c Geophysical Applications Processing s.r.l, Bari, Italy a Dipar
* Corresponding author. Tel.: +39 3335371728. E-mail address: andrea.nettis@poliba.it
2452-3216 © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy pen access article und
2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. 10.1016/j.prostr.2023.01.255
Made with FlippingBook flipbook maker