Vibration based health monitoring for a lightweight truss structure: experimental assessment of several statistical time series methods

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A functional model based statistical time series method for vibration based damage detection, localization, and magnitude estimation (2013, background): “Statistical time series and related methods offer the important advantage of being based on partial models of the structural dynamics, which are identified based on a potentially ‘‘small’’ number of vibration signals (sometimes even on a single signal or a single signal pair)—see the survey papers [”
A Review of Vibration-Based Damage Detection in Civil Structures: From Traditional Methods to Machine Learning and Deep Learning Applications (2020, background): “Figure 17 – The laboratory truss structure and the damage locations (left); the FRF magnitude based SDD results (right) in Kopsaftopoulos and Fassois [137].”