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  4. Data-driven modeling of structural dynamics: improving measurement noise robustness with Augmented Dynamic Mode Decomposition
 
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Data-driven modeling of structural dynamics: improving measurement noise robustness with Augmented Dynamic Mode Decomposition

Publikationstyp
Conference Paper
Date Issued
2025-06
Sprache
English
Author(s)
Abdennadher, Mohamed Ali 
Geotechnik und Baubetrieb B-5  
Williams Riquer, Francisco 
Geotechnik und Baubetrieb B-5  
Dao, Duy Anh  orcid-logo
Geotechnik und Baubetrieb B-5  
Grabe, Jürgen  
Geotechnik und Baubetrieb B-5  
TORE-URI
https://hdl.handle.net/11420/61035
Start Page
5525
End Page
5536
Citation
10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2025
Contribution to Conference
10th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2025  
Publisher DOI
10.7712/120125.12830.24480
Publisher
Institute of Structural Analysis and Antiseismic Research National Technical University of Athens
ISBN of container
978-6-1858-2706-9
978-6-1858-2704-5
Accurate modeling of structural dynamics is essential for designing effective vibration control strategies in earthquake engineering. Traditional system identification techniques often struggle to distinguish intrinsic structural behavior from external forces, particularly in the presence of measurement noise. Dynamic Mode Decomposition with Control (DMDc) offers a data-driven approach to extracting system dynamics while accounting for external inputs. However, its performance degrades significantly in noisy environments, leading to inaccurate mode identification and misrepresented damping characteristics. To address this challenge, we introduce Augmented Dynamic Mode Decomposition with Control (AugDMDc), a novel extension that incorporates time-delay coordinates into DMDc to enhance noise robustness. By
embedding past measurements into the state-space representation, AugDMDc effectively reduces the impact of sensor noise while preserving the ability to separate a structure’s natural response from external excitations. We validate this approach using a structural dynamic system equipped with an Active Mass Damper (AMD), comparing the performance of DMDc and AugDMDc under various conditions.
Subjects
Dynamic Mode Decomposition (DMD)
DMD with Control (DMDc)
Augmented DMDc (AugDMDc)
Measurement Noise Robustness
Time-Delay Coordinates
System Identification
DDC Class
690: Building, Construction
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