Operational Modal Analysis (OMA) techniques are nowadays well-established methods to support the Structural Health Monitoring field in Civil Engineering. However, what would be the best procedure to optimize the analysis process on a network of hundreds of infrastructures undergoing continuous monitoring and diagnostics control? Innovative data-processing approaches encompass the definition of strategies of cross-controls and combinations of algorithms that allow to respond to the need for both a prompt anomaly or damage identification and a more refined analysis. In this paper attention is focused to a network of more than 150 monitored infrastructures, detailing how the diagnostics process combines the fusion of simple vibrational control algorithms and frequency peak-picking routines for semi-real time alerting with more complex OMA techniques for the initial system identification during the finite element (FE) model updating and for periodic controls of modal shape variations over time. A representative case study of a selected bridge under continuous monitoring will be presented, showing how the OMA techniques are playing a key role in detecting structural behavior variations up to the identification of damage progression to foster proactive maintenance interventions.

Transforming Infrastructure Management in a Networked World: OMA Strategies Empowering SHM Diagnostics

Chiariotti, Paolo;Cigada, Alfredo;
2024-01-01

Abstract

Operational Modal Analysis (OMA) techniques are nowadays well-established methods to support the Structural Health Monitoring field in Civil Engineering. However, what would be the best procedure to optimize the analysis process on a network of hundreds of infrastructures undergoing continuous monitoring and diagnostics control? Innovative data-processing approaches encompass the definition of strategies of cross-controls and combinations of algorithms that allow to respond to the need for both a prompt anomaly or damage identification and a more refined analysis. In this paper attention is focused to a network of more than 150 monitored infrastructures, detailing how the diagnostics process combines the fusion of simple vibrational control algorithms and frequency peak-picking routines for semi-real time alerting with more complex OMA techniques for the initial system identification during the finite element (FE) model updating and for periodic controls of modal shape variations over time. A representative case study of a selected bridge under continuous monitoring will be presented, showing how the OMA techniques are playing a key role in detecting structural behavior variations up to the identification of damage progression to foster proactive maintenance interventions.
2024
Lecture Notes in Civil Engineering
9783031614248
9783031614255
bridge case studies; data-processing optimization; diagnostics; infrastructures; Modal based SHM; monitoring;
bridge case studies
data-processing optimization
diagnostics
infrastructures
Modal based SHM
monitoring
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1285701
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