Matteo Torzoni

Mr. Matteo Torzoni

Dipartimento di Ingegneria Civile ed Ambientale, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy
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Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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8 November 2023 in Computer Methods in Applied Mechanics and Engineering
Verified
Journal Article
Open access
Matteo TorzoniMatteo Torzoni
Matteo Torzoni
MTMarco Tezzele
Marco Tezzele
Stefano MarianiStefano Mariani
Stefano Mariani
AMAndrea Manzoni
Andrea Manzoni
KWKaren E. Willcox
Karen E. Willcox

29 April 2023 in Mechanical Systems and Signal Processing
Verified
Journal Article
Open access
Matteo TorzoniMatteo Torzoni
Matteo Torzoni
AMAndrea Manzoni
Andrea Manzoni
Stefano MarianiStefano Mariani
Stefano Mariani

2 December 2025 in Engineering with Computers
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Journal Article
Open access
PDF file
Matteo TorzoniMatteo Torzoni
Matteo Torzoni
AMAndrea Manzoni
Andrea Manzoni
Stefano MarianiStefano Mariani
Stefano Mariani
In the context of structural health monitoring (SHM), the selection and extraction of damage-sensitive features from raw sensor recordings represent a critical step towards solving the inverse problem underlying the identification of structural health conditions. This work introduces a novel approach that employs deep neural networks to enhance stochastic SHM methods. A learnable feature extractor and a feature-oriented surrogate model are synergistically exploited to evaluate a likelihood function within a Markov chain Monte Carlo sampling algorithm. The feature extractor undergoes pairwise supervised training to map sensor recordings onto a low-dimensional metric space, which encapsulates the sensitivity to structural health parameters. The surrogate model maps structural health parameters to their feature representation. The procedure enables the updating of beliefs about structural health parameters, eliminating the need for computationally expensive numerical models. A preliminary offline phase involves the generation of a labeled dataset to train both the feature extractor and the surrogate model. Within a simulation-based SHM framework, training vibration responses are efficiently generated using a multi-fidelity surrogate modeling strategy to approximate sensor recordings under varying damage and operational conditions. The multi-fidelity surrogate exploits model order reduction and artificial neural networks to speed up the data generation phase while ensuring the damage-sensitivity of the approximated signals. The proposed strategy is assessed through three synthetic case studies, demonstrating high accuracy in the estimated parameters and strong computational efficiency.

12 May 2024 in International Journal for Numerical Methods in Engineering
Verified
Journal Article
Closed access
GGGabriel Garayalde
Gabriel Garayalde
Matteo TorzoniMatteo Torzoni
Matteo Torzoni
MBMatteo Bruggi
Matteo Bruggi
Alberto CoriglianoAlberto Corigliano
Alberto Corigliano


30 December 2020 in Engineering Proceedings
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Conference Paper
Open access
PDF file
Matteo TorzoniMatteo Torzoni
Matteo Torzoni
LRLuca Rosafalco
Luca Rosafalco
AMAndrea Manzoni
Andrea Manzoni
Nowadays, the aging, deterioration, and failure of civil structures are challenges of paramount importance, increasingly motivating the search of advanced Structural Health Monitoring (SHM) tools. In this work, we propose a SHM strategy for online structural damage detection and localization, combining Deep Learning (DL) and Model-Order Reduction (MOR). The developed data-based procedure is driven by the analysis of vibration and temperature recordings, shaped as multivariate time series and collected on the fly through pervasive sensor networks. Damage detection and localization are treated as a supervised classification task considering a finite number of predefined damage scenarios. During a preliminary offline phase, for each damage scenario, a collection of synthetic structural responses and temperature distributions, is numerically generated through a physics-based model. Several loading and thermal conditions are considered, thanks to a suitable parametrization of the problem, which controls the dependency of the model on operational and environmental conditions. Because of the huge amount of model evaluations, MOR techniques are employed in order to relieve the computational burden that is associated to the dataset construction. Finally, a deep neural network, featuring a stack of convolutional layers, is trained by assimilating both vibrational and thermal data. During the online phase, the trained DL network processes new incoming recordings in order to classify the actual state of the structure, thus providing information regarding the presence and localization of the damage, if any. Numerical performances of the proposed approach are assessed on the monitoring of a two-storey frame under low intensity seismic excitation.