Extreme-point Symmetric Mode Decomposition-based Energy Integral Model for Bridge Abnormality Detection Using Ground-based Synthetic Aperture Radar

被引:0
|
作者
Zhao, Songxue [1 ]
Liu, Xianglei [1 ]
Wang, Runjie [1 ]
机构
[1] Beijing Univ Civil Engn & Architecture, Key Lab Urban Geomat, Natl Adm Surveying Mapping & Geoinformat, 1 Zhanlanguan Rd, Beijing 100048, Peoples R China
基金
北京市自然科学基金; 中国国家自然科学基金;
关键词
GB-SAR; bridge; abnormality detection; ESMD; energy integral; TIME;
D O I
10.18494/SAM4413
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
Ground-based synthetic aperture radar (GB-SAR), as a noncontact measurement technology, is widely used in the dynamic deflection monitoring of various bridges. Energy analysis is a popularized time-frequency domain technique for bridge abnormality detection. To improve the accuracy of bridge abnormality detection using GB-SAR, in this paper, we propose an extreme-point symmetric mode decomposition (ESMD)-based energy integral model based on the total energy function to identify the position and trend of bridge changes. First, ESMD with the wavelet synchro-squeezing transform (ESMD-WSST) high-frequency denoising processes are applied to reduce the effect of noise contained in the monitored dynamic deflection. Second, ESMD decomposition and instantaneous frequency calculation are performed on the denoised signal to obtain the integration time adaptively. Third, the instantaneous total energy of all reflection points on the lower surface of the bridge is calculated through the kinetic energy formula to improve the accuracy. Finally, instantaneous total energy integration is applied for energy accumulation calculation to accurately detect bridge abnormality without empirical judgment. The performance of the proposed model is verified through an on-site experiment of the Beishatan Bridge and comparing its result with that of the 3D laser model in the same period. The experimental results show that the proposed model can achieve high-precision identification of bridge abnormality positions and trends.
引用
收藏
页码:3337 / 3349
页数:14
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