A wavelet-based dynamic mode decomposition for modeling mechanical systems from partial observations

TL;DR

This paper introduces a wavelet-enhanced input-output dynamic mode decomposition method for modeling mechanical systems using partial observations, enabling accurate system identification without full internal state data.

Contribution

The novel wavelet-based ioDMD approach models dynamical systems from limited output data, applicable to black-box systems with external forcing, without needing full internal state information.

Findings

Successfully modeled a finite element beam's response to various forces.

Validated on experimental modal analysis data from a free-free beam.

Demonstrated effectiveness despite limited output measurements.

Abstract

Dynamic mode decomposition (DMD) has emerged as a popular data-driven modeling approach to identifying spatio-temporal coherent structures in dynamical systems, owing to its strong relation with the Koopman operator. For dynamical systems with external forcing, the identified model should not only be suitable for a specific forcing function but should generally approximate the input-output behavior of the underlying dynamics. A novel methodology for modeling those classes of dynamical systems is proposed in the present work, using wavelets in conjunction with the input-output dynamic mode decomposition (ioDMD). Our non-intrusive approach constructs numerical models directly from trajectories of the full model's inputs and outputs, without requiring the full-model operators. These trajectories are generated by running a simulation of the full model or observing the original dynamical systems' response to inputs in an experimental framework. Hence, the present methodology is applicable for dynamical systems whose internal state vector measurements are not available. Instead, data from only a few output locations are only accessible, as often the case in practice. The present methodology's applicability is explained by modeling the input-output response of a finite element beam model. The WDMD provides a linear state-space representation of the dynamical system using the response measurements and the corresponding input forcing functions. The developed state-space model is then used to simulate the beam's response towards different types of forcing functions. The method is further validated on an experimental data set using modal analysis on a simple free-free beam, demonstrating the efficacy of the proposed methodology as an appropriate candidate for modeling practical dynamical systems despite having no access to internal state measurements and treating the full model as a black-box.