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2020 | OriginalPaper | Buchkapitel

A Damage Detection Method by Transient Damping Feature Based on Monitoring Data

verfasst von : Ayaho Miyamoto

Erschienen in: Proceedings of the 13th International Conference on Damage Assessment of Structures

Verlag: Springer Singapore

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Abstract

This paper introduces the details of a transient damping feature extracting method based on the bridge monitoring data with the aid of the frequency slice wavelet transform (FSWT) which is a time-frequency space analysis tool and its application to damage detection of the bridges. The proposed method via the state representation methodology (SRM) algorithm has been verified by the state probably density distribution using the vibration signal from a laboratory bridge monitoring system. As a result, the system state vector as a non-parametric state variable will be able to apply to assess the state change (damage) of the bridge structures by expression of the state probably density distribution.

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Zurück zum Zitat Yan, Z.-H., Miyamoto, A., Jiang, Z.-W.: Frequency slice wavelet transform for transient vibration response analysis. Mech. Syst. Signal Process. 23(5), 1474–1489 (2009)CrossRef Yan, Z.-H., Miyamoto, A., Jiang, Z.-W.: Frequency slice wavelet transform for transient vibration response analysis. Mech. Syst. Signal Process. 23(5), 1474–1489 (2009)CrossRef
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Zurück zum Zitat Yan, Z.-H., Miyamoto, A.: State Representation Methodology (SRM) and Its Application to Bridge Condition Assessment, Lifetime Management Book No. 9, The Research Center for Environmental Safety, Yamaguchi University (2009) Yan, Z.-H., Miyamoto, A.: State Representation Methodology (SRM) and Its Application to Bridge Condition Assessment, Lifetime Management Book No. 9, The Research Center for Environmental Safety, Yamaguchi University (2009)
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Metadaten
Titel
A Damage Detection Method by Transient Damping Feature Based on Monitoring Data
verfasst von
Ayaho Miyamoto
Copyright-Jahr
2020
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-13-8331-1_3

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