2022
DOI: 10.3390/buildings12030310
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Instantaneous Spectral Entropy: An Application for the Online Monitoring of Multi-Storey Frame Structures

Abstract: Damage assessment techniques based on entropy measurements have been recently proposed for the structural health monitoring of civil structures and infrastructures. A quasi-real-time approach, based on the use of instantaneous spectral entropy (ISE) over an uninterrupted stream of data, is discussed here. The methodology is proposed for the detection of sudden damage-related structural changes (more specifically, linear stiffness reductions and nonlinear breathing cracks). The method operates by framing the co… Show more

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Cited by 26 publications
(12 citation statements)
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“…transform, the Stockwell transform, the CWT method, etc. 46,47 All the abovementioned methods contain a set of limitations, which makes choosing the correct transform method important. In the case of STFT, the limitation is caused by the fixed windowing function length, where fine time resolution results in a coarse frequency distribution.…”
Section: Wave Processing Methodsmentioning
confidence: 99%
“…transform, the Stockwell transform, the CWT method, etc. 46,47 All the abovementioned methods contain a set of limitations, which makes choosing the correct transform method important. In the case of STFT, the limitation is caused by the fixed windowing function length, where fine time resolution results in a coarse frequency distribution.…”
Section: Wave Processing Methodsmentioning
confidence: 99%
“…The above led the authors to conclude that the optimal values of gamma and beta for this particular application were γ = 3 and β = 20. The authors used the same values of beta and gamma in [63] to estimate the instantaneous spectral entropy of vibration signals for detecting sudden damage related to structural changes of civil structures and infrastructures.…”
Section: ) Fluid Dynamicsmentioning
confidence: 99%
“…Since the results presented for the numerical case demonstrate that the LF can be a feasible alternative for the SI and SHM of mechanical systems, this study is to test the reliability of the method against real data. Te experimental case study selected to extensively test the LF's capabilities to detect and track changes in the mechanical properties of the system (both mass and stifness), even under noisy conditions and with nonlinearities added to the system, is the well-known [45][46][47][48] three-storey frame structure benchmark experiment performed at the EI at the LANL [49,50].…”
Section: Experimental Case Studymentioning
confidence: 99%