TY - GEN
T1 - Automated Uncertainty-Based Clustering and Tracking of Modal Parameters Under Strong Variations
AU - Priou, Johann
AU - Greś, Szymon
AU - Mendler, Alexander
AU - Perrault, Matthieu
AU - Guerineau, Laurent
AU - Döhler, Michael
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.
PY - 2024
Y1 - 2024
N2 - The interpretation of stabilization diagrams and the tracking of modes over time are classical tasks in operational modal analysis. In this work, we present a method based on a greedy clustering that efficiently extracts the modal parameters from stabilization diagrams with covariance-driven subspace identification and integrated uncertainty quantification. Stability criteria are strongly based on the estimated modal parameter uncertainties. From the analysis of one, or several, stabilization diagrams, a set of modal parameters is defined, for it to be tracked over time in the next analysis step. The tracking is performed by an active search for the reference parameters in new datasets by combining stability criteria with efficient search heuristics. The resulting algorithm is efficient in tracking large parameter changes, which is demonstrated on the S101 Bridge benchmark under artificially introduced damages, as well as on data of the Munich Test Bridge, where the modal parameters are strongly affected by temperature variations.
AB - The interpretation of stabilization diagrams and the tracking of modes over time are classical tasks in operational modal analysis. In this work, we present a method based on a greedy clustering that efficiently extracts the modal parameters from stabilization diagrams with covariance-driven subspace identification and integrated uncertainty quantification. Stability criteria are strongly based on the estimated modal parameter uncertainties. From the analysis of one, or several, stabilization diagrams, a set of modal parameters is defined, for it to be tracked over time in the next analysis step. The tracking is performed by an active search for the reference parameters in new datasets by combining stability criteria with efficient search heuristics. The resulting algorithm is efficient in tracking large parameter changes, which is demonstrated on the S101 Bridge benchmark under artificially introduced damages, as well as on data of the Munich Test Bridge, where the modal parameters are strongly affected by temperature variations.
KW - automated interpretation
KW - greedy clustering
KW - Operational modal analysis
KW - stabilization diagram
KW - subspace methods
KW - uncertainty quantification
UR - https://www.scopus.com/pages/publications/85198699261
U2 - 10.1007/978-3-031-61421-7_56
DO - 10.1007/978-3-031-61421-7_56
M3 - Article in proceedings
AN - SCOPUS:85198699261
SN - 9783031614200
T3 - Lecture Notes in Civil Engineering
SP - 581
EP - 588
BT - Proceedings of the 10th International Operational Modal Analysis Conference, IOMAC 2024 - Volume 1
A2 - Rainieri, Carlo
A2 - Gentile, Carmelo
A2 - Aenlle López, Manuel
PB - Springer Science and Business Media Deutschland GmbH
T2 - 10th International Operational Modal Analysis Conference, IOMAC 2024
Y2 - 22 May 2024 through 24 May 2024
ER -