2017
DOI: 10.1088/1755-1315/95/3/032021
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Using Ground Radar Interferometry for Precise Determining of Deformation and Vertical Deflection of Structures

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Cited by 12 publications
(4 citation statements)
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“…In the field of structural health monitoring [7], great benefits have been introduced by terrestrial radar interferometry with a real aperture antenna (also referred to as TInRAR), being such a technique contactless, non-destructive, non-sensitive to dust, and able to detect displacements with an accuracy of tenths of millimeters [8,9,10,11,12,13,14,15,16,17]. Moreover, several authors have introduced benefits in the dynamic surveying of historical buildings and towers from high-speed real aperture radar interferometry under static and dynamic loads, for instance in the procedures devoted to the static and seismic vulnerability analyses [1,18,19,20,21].…”
Section: Introductionmentioning
confidence: 99%
“…In the field of structural health monitoring [7], great benefits have been introduced by terrestrial radar interferometry with a real aperture antenna (also referred to as TInRAR), being such a technique contactless, non-destructive, non-sensitive to dust, and able to detect displacements with an accuracy of tenths of millimeters [8,9,10,11,12,13,14,15,16,17]. Moreover, several authors have introduced benefits in the dynamic surveying of historical buildings and towers from high-speed real aperture radar interferometry under static and dynamic loads, for instance in the procedures devoted to the static and seismic vulnerability analyses [1,18,19,20,21].…”
Section: Introductionmentioning
confidence: 99%
“…Next examples, advantages, limitations and possible applications are for example in [Owerko et al, 2012], [Pieraccini, 2013] and [Talich, 2017].…”
Section: General Principles Of Using Technology In Practicementioning
confidence: 99%
“…The second stage of the experiment was performed in December 2019 when the dynamic response of the footbridge deck to pedestrian traffic was measured by two different methods using classical approach [1,2] carried out by six piezoelectric accelerometers and radar interferometry [3][4][5]. Basic objectives of the second stage were to evaluate the fundamental modal characteristics of the footbridge and to verify new approach to dynamic response measurement -radar interferometry realized by two synchronized radars.…”
Section: Introductionmentioning
confidence: 99%