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)

被引:36
作者
Liu, Xianglei [1 ]
Wang, Peipei [1 ]
Lu, Zhao [1 ]
Gao, Kai [1 ]
Wang, Hui [1 ]
Jiao, Chiyu [2 ]
Zhang, Xuedong [1 ]
机构
[1] Beijing Univ Civil Engn & Arctechture, Natl Adm Surveying Mapping & Geoinformat, Key Lab Urban Geomat, 1 Zhanlanguan Rd, Beijing 100048, Peoples R China
[2] Beijing Univ Civil Engn & Arctechture, Sch Civil & Transportat Engn, 1 Zhanlanguan Rd, Beijing 100048, Peoples R China
基金
中国国家自然科学基金;
关键词
terrestrial laser scanning (TLS); ground-based microwave interferometry; permanent scatterer interferometry synthetic aperture radar (PS-InSAR); extreme-point symmetric mode decomposition (ESMD); instantaneous frequency; CLOSE-RANGE PHOTOGRAMMETRY; MODAL IDENTIFICATION; DEFORMATION;
D O I
10.3390/rs11050580
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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 x 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.
引用
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页数:19
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