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Instantaneous identification of localized non-linearities insteel framed structures

Published online by Cambridge University Press:  15 September 2010

Pierre Argoul
Affiliation:
Université Paris-Est, UR Navier, École des Ponts ParisTech, 6 & 8 avenue Blaise Pascal, Champs-sur-Marne, 77455 Marne-la-Vallée Cedex 2, France
Rosario Ceravolo*
Affiliation:
Dip. Ingegneria Strutturale e Geotecnica, Politecnico di Torino, c. Duca degli Abruzzi 24, 10129 Torino, Italy
G. V. Demarie
Affiliation:
Dip. Ingegneria Strutturale e Geotecnica, Politecnico di Torino, c. Duca degli Abruzzi 24, 10129 Torino, Italy
D. Sabia
Affiliation:
Dip. Ingegneria Strutturale e Geotecnica, Politecnico di Torino, c. Duca degli Abruzzi 24, 10129 Torino, Italy
*
a Corresponding author:[email protected]
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Abstract

This paper discusses the characteristics of time-frequency estimators to be used in theidentification of systems with localized non-linearities. The common idea underlying thisresearch is that, for certain classes of structural response signals, the availability ofa limited number of experimental data can be partially obviated by taking into account the“localisation” in time of the frequency components of the signals. Time-frequencytechniques for structural identification are reported that extend the definition ofinstantaneous time-frequency estimators and Gabor instantaneous estimators were extractedfrom non-stationary vibration signals. In order to foresee their validity on the basis ofmeasured data, methods were applied to seismic responses obtained from numerical testsconducted on steel frames. The results obtained made it possible to evaluate thecharacteristics of time-frequency identification techniques as well as their efficiencywhen applied to non-linear structures.

Type
Research Article
Copyright
© AFM, EDP Sciences 2010

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