TY - JOUR
T1 - Wind-Induced Displacement Analysis for a Traffic Light Structure Based on a Low-Cost Doppler Radar Array
AU - Rodrigues, Davi V.Q.
AU - Zuo, Delong
AU - Li, Changzhi
N1 - Funding Information:
Manuscript received February 19, 2021; revised June 18, 2021; accepted July 10, 2021. Date of publication July 20, 2021; date of current version August 2, 2021. This work was supported by the National Science Foundation (NSF) under Grant ECCS-2030094 and Grant ECCS-1808613. The Associate Editor coordinating the review process was Dr. Valentina Cosentino. (Corresponding author: Davi V. Q. Rodrigues.) Davi V. Q. Rodrigues and Changzhi Li are with the Department of Electrical and Computer Engineering, Texas Tech University, Lubbock, TX 79409 USA (e-mail: davi.rodrigues@ttu.edu; changzhi.li@ttu.edu).
Publisher Copyright:
© 1963-2012 IEEE.
PY - 2021
Y1 - 2021
N2 - This study is concerned with the analysis of the displacement measurements simultaneously retrieved from multiple Doppler radars placed at different positions of a traffic light's mast. Currently, the structural health monitoring (SHM) works based on portable Doppler radars consider primarily methods for the extraction of displacement measurements. However, other measurements in the form of instantaneous natural frequencies and mode shapes can also be calculated with the use of Doppler radars arranged as an array. In this article, the wind-induced vibration displacement analysis based on a low-cost Doppler radar array is proposed. The sensitivity of the proposed array to changes in the instantaneous natural frequencies is evaluated. In addition, the structural modal analysis based on a Doppler radar array operating in the passive backscattering mode is demonstrated. The accuracy of the measurements obtained from the radars' demodulated data is compared with the accelerometer-based measurements. The ability of the proposed array to provide instantaneous natural frequency measurements and structural modal analysis is validated by the experimental results.
AB - This study is concerned with the analysis of the displacement measurements simultaneously retrieved from multiple Doppler radars placed at different positions of a traffic light's mast. Currently, the structural health monitoring (SHM) works based on portable Doppler radars consider primarily methods for the extraction of displacement measurements. However, other measurements in the form of instantaneous natural frequencies and mode shapes can also be calculated with the use of Doppler radars arranged as an array. In this article, the wind-induced vibration displacement analysis based on a low-cost Doppler radar array is proposed. The sensitivity of the proposed array to changes in the instantaneous natural frequencies is evaluated. In addition, the structural modal analysis based on a Doppler radar array operating in the passive backscattering mode is demonstrated. The accuracy of the measurements obtained from the radars' demodulated data is compared with the accelerometer-based measurements. The ability of the proposed array to provide instantaneous natural frequency measurements and structural modal analysis is validated by the experimental results.
KW - Displacement measurement
KW - Doppler radar
KW - dominant frequencies
KW - instantaneous frequencies
KW - mode shapes
KW - passive backscattering sensing
KW - sensor fusion
KW - structural health monitoring (SHM)
UR - http://www.scopus.com/inward/record.url?scp=85111017898&partnerID=8YFLogxK
U2 - 10.1109/TIM.2021.3098380
DO - 10.1109/TIM.2021.3098380
M3 - Article
AN - SCOPUS:85111017898
SN - 0018-9456
VL - 70
JO - IEEE Transactions on Instrumentation and Measurement
JF - IEEE Transactions on Instrumentation and Measurement
M1 - 9491969
ER -