Daniele Perissin

Dr. Daniele Perissin

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Research Focus & Metrics

Academic Career Length

23Years (2004-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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8 August 2011 in IEEE Transactions on Geoscience and Remote Sensing
Verified
Journal Article
Closed access
DPDaniele Perissin
Daniele Perissin
TWTeng Wang
Teng Wang
By means of the permanent scatterer (PS) technique, repeated spaceborne synthetic aperture radar (SAR) images with relatively low resolution (about 25 m × 5 m for the European Remote Sensing (ERS) and Envisat satellites) can be used to estimate the displacement (1-mm precision) and 3-D location (1-m precision) of targets that show an unchanged electromagnetic signature. The main drawback of the PS technique is the limited spatial density of targets that behave coherently during the whole observation span (hundreds of PSs per square kilometer in urban site and up to few points in vegetated areas). In this paper, we describe a new approach for multitemporal analysis of SAR images that also allows extracting information from partially coherent targets. The basic idea is to loosen the restrictive conditions imposed by the PS technique. The results obtained in different test sites allowed to increase significantly the spatial coverage of the estimate of height and deformation trend, particularly in extraurban areas.

1 September 2012 in ISPRS Journal of Photogrammetry and Remote Sensing
Verified
Journal Article
Closed access
DPDaniele Perissin
Daniele Perissin
ZWZhiying Wang
Zhiying Wang
HLHui Lin
Hui Lin

12 June 2019 in Remote Sensing
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Journal Article
Open access
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Pietro MililloPietro Milillo
Pietro Milillo
Giorgia GiardinaGiorgia Giardina
Giorgia Giardina
DPDaniele Perissin
Daniele Perissin
GMGiovanni Milillo
Giovanni Milillo
ACALESSANDRO COLETTA
ALESSANDRO COLETTA
CTCarlo Terranova
Carlo Terranova
We present a methodology for the assessment of possible pre-failure bridge deformations, based on Synthetic Aperture Radar (SAR) observations. We apply this methodology to obtain a detailed 15-year survey of the Morandi bridge (Polcevera Viaduct) in the form of relative displacements across the structure prior to its collapse on August 14th 2018. We generated a displacement map for the structure from space-based SAR measurements acquired by the Italian constellation COSMO-SkyMed and the European constellation Sentinel-1A/B over the period 2009–2018. Historical satellite datasets include Envisat data spanning 2003–2011. The map reveals that the bridge was undergoing an increased magnitude of deformations over time prior to its collapse. This technique shows that the deck next to the collapsed pier was characterized since 2015 by increasing relative displacements. The COSMO-SkyMed dataset reveals the increased deformation magnitude over time of several points located near the strands of this deck between 12th March 2017 and August 2018.

1 April 2010 in Journal of Geodynamics
Verified
Journal Article
Closed access
CPC. Prati
C. Prati
AFAlessandro Ferretti
Alessandro Ferretti
DPDaniele Perissin
Daniele Perissin

1 October 2016 in International Journal of Applied Earth Observation and Geoinformation
Verified
Journal Article
Closed access
Pietro MililloPietro Milillo
Pietro Milillo
DPDaniele Perissin
Daniele Perissin
JSJacqueline T. Salzer
Jacqueline T. Salzer
PLPaul Lundgren
Paul Lundgren
GLGiusy Lacava
Giusy Lacava
Carmine SerioCarmine Serio
Carmine Serio
1

10 May 2010 in IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
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Journal Article
Closed access
DPDaniele Perissin
Daniele Perissin
TWTeng Wang
Teng Wang
In this study, we present the results achieved within the Dragon project, a cooperation program between the European Space Agency (ESA) and the National Remote Sensing Center of China (NRSCC), about monitoring subsidences and landslides in urban areas, analyzing cities growth and measuring the deformation of big man-made structures. Among the processed areas, we report here the main results we obtained in the test sites of Shanghai, Tianjin, Badong, and Three Gorges Dam. The techniques that have been used to process the data are original SAR interferometry (InSAR), Permanent Scatterers (PS-InSAR), Quasi-PS InSAR (QPS-InSAR), and a combination of coherent-uncoherent analysis. The results show that time-series InSAR techniques allow us to extract ground information with high spatial density and thus help us understanding the impact of urban development on terrain movements.