TY - JOUR
T1 - Deformation Monitoring of Truss Structure Bridge with Time-Series InSAR Analysis
AU - Sun, Chuanxu
AU - Li, Gen
AU - Hu, Zihan
AU - Wang, Yifan
AU - Dong, Zehua
AU - Zeng, Tao
N1 - Publisher Copyright:
© 2008-2012 IEEE.
PY - 2024
Y1 - 2024
N2 - Time-Series InSAR is an advanced technology for real-time monitoring and precise analysis of object deformation. However, large-span steel truss structure bridges have complex bridge structures and deformation forms, which make it difficult for the traditional PSI method to realize the precise detection of their deformation, resulting in a series of limitations. In order to solve these problems, an improved PSI method is proposed in this paper, which is firstly to carry out preliminary elevation measurement by small temporal baseline, use the preliminary elevation results to PS-arcs construction based on 3D spatial network, and utilize the optimal model coherence coefficient adaptive selection based on CFAR to carry out the parameter estimation, so as to realize the accurate monitoring of deformation of large-span steel truss structure bridges. In this paper, 24 ascending CSK Stripmap are used to monitor the deformation of Dongting Lake Bridge of the Menghua Railway, and the monitoring results show that the method not only realizes the accurate detection of deformation of large-span steel truss structure bridges, but also improves the accuracy and robustness of parameter estimation.
AB - Time-Series InSAR is an advanced technology for real-time monitoring and precise analysis of object deformation. However, large-span steel truss structure bridges have complex bridge structures and deformation forms, which make it difficult for the traditional PSI method to realize the precise detection of their deformation, resulting in a series of limitations. In order to solve these problems, an improved PSI method is proposed in this paper, which is firstly to carry out preliminary elevation measurement by small temporal baseline, use the preliminary elevation results to PS-arcs construction based on 3D spatial network, and utilize the optimal model coherence coefficient adaptive selection based on CFAR to carry out the parameter estimation, so as to realize the accurate monitoring of deformation of large-span steel truss structure bridges. In this paper, 24 ascending CSK Stripmap are used to monitor the deformation of Dongting Lake Bridge of the Menghua Railway, and the monitoring results show that the method not only realizes the accurate detection of deformation of large-span steel truss structure bridges, but also improves the accuracy and robustness of parameter estimation.
KW - 3D PS network
KW - Bridge deformation monitoring
KW - CFAR
KW - Persistent Scatterer Interferometry (PSI)
UR - http://www.scopus.com/inward/record.url?scp=85212068216&partnerID=8YFLogxK
U2 - 10.1109/JSTARS.2024.3512787
DO - 10.1109/JSTARS.2024.3512787
M3 - Article
AN - SCOPUS:85212068216
SN - 1939-1404
JO - IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
JF - IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
ER -