TY - JOUR
T1 - Investigation of Dynamic Coupling Effect on Bridge Frequency Measurement
AU - Yang, Judy P.
AU - Jiang, Han Cyuan
AU - Yau, J. D.
AU - Urushadze, Shota
N1 - Publisher Copyright:
© 2025 World Scientific Publishing Company.
PY - 2024
Y1 - 2024
N2 - In this study, a multidisciplinary approach combining a numerical analysis in three dimensions and a laboratory test is developed to investigate the dynamic coupling effect as induced by vehicle-bridge interaction in the indirect measurement. To unveil such dynamic coupling and its influence on the frequency measurement, a single degree-of-freedom test vehicle is exclusively designed with adjustable frequency, which is a low-cost, easy-to-use, and reliable tool for measuring beam frequencies in the laboratory while providing valuable data for validating numerical models, calibrating sensors, and evaluating bridge performance. From the multidisciplinary analysis, the shifts of frequencies for both vehicle and bridge are consistently demonstrated as a result of vehicle-bridge interaction effect. Moreover, for the identification of higher-order bridge frequencies, the contact-point response works better than the vehicle's response, even with shifted frequencies being observed in the three-dimensional numerical results. As an extension, a parametric study is conducted numerically to include various practical conditions, including different types and boundary conditions of a bridge as well as pavement irregularity.
AB - In this study, a multidisciplinary approach combining a numerical analysis in three dimensions and a laboratory test is developed to investigate the dynamic coupling effect as induced by vehicle-bridge interaction in the indirect measurement. To unveil such dynamic coupling and its influence on the frequency measurement, a single degree-of-freedom test vehicle is exclusively designed with adjustable frequency, which is a low-cost, easy-to-use, and reliable tool for measuring beam frequencies in the laboratory while providing valuable data for validating numerical models, calibrating sensors, and evaluating bridge performance. From the multidisciplinary analysis, the shifts of frequencies for both vehicle and bridge are consistently demonstrated as a result of vehicle-bridge interaction effect. Moreover, for the identification of higher-order bridge frequencies, the contact-point response works better than the vehicle's response, even with shifted frequencies being observed in the three-dimensional numerical results. As an extension, a parametric study is conducted numerically to include various practical conditions, including different types and boundary conditions of a bridge as well as pavement irregularity.
KW - bridge
KW - dynamic effect
KW - experiment
KW - frequency measurement
KW - Vehicle scanning method
KW - vehicle-bridge interaction
UR - http://www.scopus.com/inward/record.url?scp=85197575451&partnerID=8YFLogxK
U2 - 10.1142/S0219455425400048
DO - 10.1142/S0219455425400048
M3 - Article
AN - SCOPUS:85197575451
SN - 0219-4554
JO - International Journal of Structural Stability and Dynamics
JF - International Journal of Structural Stability and Dynamics
M1 - 2540004
ER -