Satellite radar interferometry: Potential and limitations for structural assessment and monitoring

被引:54
|
作者
Talledo, Diego Alejandro [1 ]
Miano, Andrea [2 ]
Bonano, Manuela [3 ]
Di Carlo, Fabio [4 ]
Lanari, Riccardo [3 ]
Manunta, Michele [3 ]
Meda, Alberto [4 ]
Mele, Annalisa [2 ]
Prota, Andrea [2 ]
Saetta, Anna [1 ]
Stella, Alberto [1 ]
机构
[1] Univ IUAV Venice, DCP, Campus Terese,Dorsoduro 2206, I-30123 Venice, Italy
[2] Univ Napoli Federico II, DIST, Via Claudio 21, I-80125 Naples, Italy
[3] CNR, IREA Ist Rilevamento Elettromagnet Ambiente, Via Diocleziano 328, I-80124 Naples, Italy
[4] Univ Roma Tor Vergata, DICII, Via Politecn 1, I-00133 Rome, Italy
来源
JOURNAL OF BUILDING ENGINEERING | 2022年 / 46卷
关键词
DInSAR; SBAS; Structural monitoring; Structural assessment; Settlement damages; Displacement time series; Mean deformation velocity; SBAS-DINSAR TECHNIQUE; TIME-SERIES; DEFORMATION ANALYSIS; ROME; ALGORITHM; CITY; PERFORMANCE; GENERATION; RESOLUTION; RETRIEVAL;
D O I
10.1016/j.jobe.2021.103756
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present paper analyzes potential and limitations of multi-temporal Differential Synthetic Aperture Radar Interferometry (DInSAR) techniques applied for the structural monitoring and assessment of constructions affected by different external actions. A comprehensive approach for the processing, interpretation and proper use of satellite radar interferometry data for structural analyses at urban and single-construction scales is proposed. Following a brief literature review, highlighting the most relevant applications in this field, some aspects concerning DInSAR techniques are shortly summarized, particularly focusing on the Small BAseline Subset (SBAS) approach applied to perform advanced analyses at structural level. Then, the main issues of the DInSAR measurements exploitation for structural applications are discussed, focusing on the use of both one or two datasets relevant to ascending and descending satellite passes. Analysis at the scale of single construction (i.e., building, bridge, etc.) of displacements time series and mean deformation velocities is discussed, in order to identify scenarios that may become potentially critical for the structures. Some application examples are provided, employing COSMO-SkyMed (CSK) datasets relative to the urban area of Rome (Italy), acquired during the 2011-2019 time interval and processed through the SBAS algorithm. Specific considerations related to the use of DInSAR measurements for structural monitoring and assessment are then proposed, also discussing possible approaches for preliminary and detailed evaluation of structural damages.
引用
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页数:27
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