Earthquakes and Structures

Volume 6, Number 4, 2014, pages 393-408

DOI: 10.12989/eas.2014.6.4.393

Direct identification of modal parameters using the continuous wavelet transform, case of forced vibration

Safia Bedaoui , Hamid Afra , Pierre Argoul

Abstract

In this paper, a direct identification of modal parameters using the continuous wavelet transform is proposed. The purpose of this method is to transform the differential equations of motion into a system of algebraic linear equations whose unknown coefficients are modal parameters. The efficiency of the present method is confirmed by numerical data, without and with noise contamination, simulated from a discrete forced system with four degrees-of-freedom (4DOF) proportionally damped.

Key Words

modal identification; dynamics of structures; forced vibration; continuous wavelet transform

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