TY - JOUR
T1 - Bridge frequency identification in city bus monitoring
T2 - A coherence-PPI algorithm
AU - Lan, Yifu
AU - Li, Zhenkun
AU - Koski, Keijo
AU - Fülöp, Ludovic
AU - Tirkkonen, Timo
AU - Lin, Weiwei
N1 - Funding Information:
This research is sponsored by the Jane and Aatos Erkko Foundation in Finland (Grant No. 210018). Yifu Lan is also financially supported by the Finnish Foundation for Technology Promotion (TES) and Chinese Scholarship Council (CSC). The bridge measurement data was collected in the SILKUNSE project (Contract Nr. 118951), within the “Digitalisaatiohankkeesta 2016-2018” program of the Finnish Transport Infrastructure Agency (FTIA). The continuous support and inspiration for developing a vehicle-based bridge monitoring system in Finland of Prof. Miyamoto from Yamaguchi University (Japan) and Dr. Yabe from KOZO KEIKAKU Engineering Inc. (Japan) are gratefully acknowledged.
Publisher Copyright:
© 2023 The Author(s)
PY - 2023/12/1
Y1 - 2023/12/1
N2 - Recently, drive-by-bridge inspection methods have attracted substantial scholarly interest; however, their practical implementation has encountered significant challenges. In engineering practice, even simply extracting bridge frequencies from ordinary or commercial vehicles appears to be difficult; components related to factors such as road roughness often dominate vehicle vibration responses. This study proposes a novel coherence-PPI (Prominent Peak Identification) algorithm based on the Bayesian framework and applies it to city bus bridge monitoring to extract bridge frequencies. The fundamental idea is to recognize the bridge frequency as a common vibration component across various vehicle runs. The algorithm comprises the following three steps: First, coherences were computed for all vehicle runs to interpret the signal relationships. Second, a Bayesian framework was established to statistically determine the threshold that can maximize the occurrence of bridge frequency. Third, the prominent peaks (PPs) were selected based on the threshold, and their distribution was counted to identify the fundamental frequency of the bridge. In contrast to the previous studies that focused on avoiding differences (e.g., by trying to reduce variation, driving in the same lane, and using the same speed), this methodology encourages the introduction of variability in drive-by measurements to filter bridge frequencies, rendering it particularly compelling for practical engineering applications. The proposed methodology was validated through numerical studies, including the Monte Carlo method, and field tests using city buses. The results demonstrated that the method can effectively eliminate the effects of road roughness, environmental noise, and vehicle parameter variations and accurately identify the bridge frequency.
AB - Recently, drive-by-bridge inspection methods have attracted substantial scholarly interest; however, their practical implementation has encountered significant challenges. In engineering practice, even simply extracting bridge frequencies from ordinary or commercial vehicles appears to be difficult; components related to factors such as road roughness often dominate vehicle vibration responses. This study proposes a novel coherence-PPI (Prominent Peak Identification) algorithm based on the Bayesian framework and applies it to city bus bridge monitoring to extract bridge frequencies. The fundamental idea is to recognize the bridge frequency as a common vibration component across various vehicle runs. The algorithm comprises the following three steps: First, coherences were computed for all vehicle runs to interpret the signal relationships. Second, a Bayesian framework was established to statistically determine the threshold that can maximize the occurrence of bridge frequency. Third, the prominent peaks (PPs) were selected based on the threshold, and their distribution was counted to identify the fundamental frequency of the bridge. In contrast to the previous studies that focused on avoiding differences (e.g., by trying to reduce variation, driving in the same lane, and using the same speed), this methodology encourages the introduction of variability in drive-by measurements to filter bridge frequencies, rendering it particularly compelling for practical engineering applications. The proposed methodology was validated through numerical studies, including the Monte Carlo method, and field tests using city buses. The results demonstrated that the method can effectively eliminate the effects of road roughness, environmental noise, and vehicle parameter variations and accurately identify the bridge frequency.
KW - Bayesian framework
KW - Bridge frequency identification
KW - City bus
KW - Drive-by bridge inspection
KW - Monte Carlo method
KW - Vehicle-bridge interaction
UR - http://www.scopus.com/inward/record.url?scp=85172200683&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2023.116913
DO - 10.1016/j.engstruct.2023.116913
M3 - Article
AN - SCOPUS:85172200683
SN - 0141-0296
VL - 296
JO - Engineering Structures
JF - Engineering Structures
M1 - 116913
ER -