Machine Learning-Assisted Modal Sensitivity and Parameter Ranking in Systems with Viscoelastic Damping
Source abstract
Abstract
This paper proposes a machine-learning-assisted framework for modal sensitivity analysis of systems with viscoelastic damping elements, including both classical and fractional rheological models. Surrogate models are trained to approximate natural frequencies over a prescribed parameter space using two sampling strategies (Grid and Latin Hypercube) and two regression approaches: multi-layer perceptron (MLP) and Gaussian process regression (GPR). Sensitivities are obtained from the surrogates by finite differences and complemented by model-interpretability measures, namely permutation feature importance (PFI) and Shapley Additive Explanations (SHAP). The surrogate-based results are compared with analytically obtained sensitivities. Local first- and second-order sensitivities of natural frequencies are derived analytically using the direct differentiation method (DDM) for a nonlinear eigenvalue problem formulated in the Laplace domain and further transformed into dimensionless sensitivity measures. The methodology is demonstrated for a single-degree-of-freedom oscillator with classical and fractional Kelvin damper models and a two-story frame equipped with a fractional Kelvin damper. The results show very good agreement between analytical and surrogate-based sensitivities. Feature-importance rankings obtained by PFI and SHAP are consistent with the dimensionless sensitivities and capture changes in parameter influence under varying damping levels. Dispersion studies indicate only minor ranking variations.
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Research context
OpenAlex topics: Probabilistic and Robust Engineering Design · Model Reduction and Neural Networks · Structural Health Monitoring Techniques
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Affiliations
Independent Researcher, 61-131 Poznan, Poland
Institute of Structural Analysis, Poznan University of Technology, ul. Jacka Rychlewskiego 1, 61-131 Poznan, Poland
Funding
Poznań University of Technology
References (51)
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