Abstract

Structural systems often exhibit time-varying dynamic characteristics during their service life due to serve hazards and environmental erosion, so the identification of time-varying structural systems is an important research topic. Among the previous methodologies, wavelet multiresolution analysis for time-varying structural systems has gained increasing attention in the past decades. However, most of the existing wavelet-based identification approaches request the full measurements of structural responses including acceleration, velocity, and displacement responses at all dynamic degrees of freedom. In this article, an improved algorithm is proposed for the identification of time-varying structural parameters using only partial measurements of structural acceleration responses. The proposed algorithm is based on the synthesis of wavelet multiresolution decomposition and the Kalman filter approach. The time-varying structural stiffness and damping parameters are expanded at multi-scale profile by wavelet multiresolution decomposition, so the time-varying parametric identification problem is converted into a time-invariant one. Structural full responses are estimated by Kalman filter using partial observations of structural acceleration responses. The scale coefficients by the wavelet expansion are estimated via the solution of a nonlinear optimization problem of minimizing the errors between estimated and observed accelerations. Finally, the original time-varying parameters can be reconstructed. To demonstrate the efficiency of the proposed algorithm, the identification of several numerical examples with various time-varying scenarios is studied.

Highlights

  • Parametric identification of structural systems is an important research topic in structural health monitoring (SHM).[1,2] far, many researches have been conducted on the identification of time-invariant structural parameters.[3,4,5,6] structural systems are inevitable to exhibit time-varying behaviors in their service life

  • Based on the synthesis of wavelet multiresolution analysis (WMRA) and Kalman filter (KF), an identification algorithm is proposed in this article for linear time-varying system identification with partial observations of structural responses

  • The proposed algorithm mainly consists of the above procedures by synthesizing the WMRA and the KF to identify the time-varying structural parameters with the limited measurements

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Summary

Introduction

Parametric identification of structural systems is an important research topic in structural health monitoring (SHM).[1,2] far, many researches have been conducted on the identification of time-invariant structural parameters.[3,4,5,6] structural systems are inevitable to exhibit time-varying behaviors in their service life. Wang et al.[23] developed a discrete wavelet-transform-based algorithm using the least-square estimation to solve the scale coefficients and identify the timevarying physical parameters of shear-type structures. Based on the synthesis of WMRA and KF, an identification algorithm is proposed in this article for linear time-varying system identification with partial observations of structural responses.

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