{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,6]],"date-time":"2026-03-06T23:42:29Z","timestamp":1772840549302,"version":"3.50.1"},"reference-count":47,"publisher":"MDPI AG","issue":"5","license":[{"start":{"date-parts":[[2019,3,9]],"date-time":"2019-03-09T00:00:00Z","timestamp":1552089600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["41871367"],"award-info":[{"award-number":["41871367"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"name":"the Importation and Development of High-Caliber Talents Project of Beijing Municipal Institutions","award":["CIT&TCD201704053"],"award-info":[{"award-number":["CIT&TCD201704053"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Remote Sensing"],"abstract":"<jats:p>This paper presents a practical framework for urban bridge damage detection and analysis by using three key techniques: terrestrial laser scanning (TLS), ground-based microwave interferometry, and permanent scatterer interferometry synthetic aperture radar (PS-InSAR). The proposed framework was tested on the Beishatan Bridge in Beijing, China. Firstly, a Digital Surface Model (DSM) of the lower surface of the bridge was constructed based on the point cloud generated by using TLS to obtain the potential damage area. Secondly, the dynamic time-series displacement of the potential damage area was acquired by ground-based microwave interferometry, and the Extreme-Point Symmetric Mode Decomposition (ESMD) method was applied to detect damages by the use of signal decomposition and instantaneous frequency calculation. Lastly, the PS-InSAR technique was applied to obtain the surface deformation around Beishatan Bridge by using COSMO-SkyMed images with a ground resolution of 3 m \u00d7 3 m, and finally, we analyzed the causes of bridge damage. The experimental results showed that the proposed framework can effectively obtain the potential damage area of the bridge by the DSM from the point cloud by TLS and further judge whether the bridge was damaged by the ESMD method, based on the time-series displacement data. The results also showed that the subway shield construction may be the reason for damage to Beishatan Bridge.<\/jats:p>","DOI":"10.3390\/rs11050580","type":"journal-article","created":{"date-parts":[[2019,3,12]],"date-time":"2019-03-12T03:49:31Z","timestamp":1552362571000},"page":"580","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":48,"title":["Damage Detection and Analysis of Urban Bridges Using Terrestrial Laser Scanning (TLS), Ground-Based Microwave Interferometry, and Permanent Scatterer Interferometry Synthetic Aperture Radar (PS-InSAR)"],"prefix":"10.3390","volume":"11","author":[{"given":"Xianglei","family":"Liu","sequence":"first","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Peipei","family":"Wang","sequence":"additional","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Zhao","family":"Lu","sequence":"additional","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Kai","family":"Gao","sequence":"additional","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Hui","family":"Wang","sequence":"additional","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Chiyu","family":"Jiao","sequence":"additional","affiliation":[{"name":"School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xuedong","family":"Zhang","sequence":"additional","affiliation":[{"name":"Key Laboratory for Urban Geomatics of National Administration of Surveying, Mapping and Geoinformation, Beijing University of Civil Engineering and Arctechture, 1 Zhanlanguan Road, Beijing 100048, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"1968","published-online":{"date-parts":[[2019,3,9]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"93","DOI":"10.1016\/j.enggeo.2004.10.011","article-title":"Monitoring ground deformation in tunnelling: Current practice in transportation tunnels","volume":"79","author":"Kavvadas","year":"2005","journal-title":"Eng. 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