Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition

Joint Authors

Chen, Jun
Zhao, Guanyu

Source

Mathematical Problems in Engineering

Issue

Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-15, 15 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2014-04-07

Country of Publication

Egypt

No. of Pages

15

Main Subjects

Civil Engineering

Abstract EN

This paper proposes an approach to identifying time-varying structural modal parameters using the Hilbert transform and empirical mode decomposition.

Definition of instantaneous frequency and instantaneous damping ratio based on Hilbert transform for single-degree-of-freedom (SDOF) system is first introduced.

The following is the definition of Hilbert damping spectrum from which the time-varying damping ratio of multi-degree-of-freedom (MDOF) system can be calculated.

Identification procedures for both instantaneous frequency and damping ratios based on their definition are then introduced.

Applicability of the proposed identification algorithm has been validated through several numerical examples.

The instantaneous frequency and damping ratios of SDOF system under free vibration and under sinusoidal and white noise excitation have been identified.

The proposed method is also applied to MDOF system with slow and sudden changing structural parameters.

The results demonstrate that when the system modal parameters are slowly changing, the instantaneous frequency could be easily and well identified with satisfied accuracy for all cases.

However, the instantaneous damping ratio could be extracted only when the system is lightly damped.

The damping results are better for free vibration situation than for the forced vibration cases.

It is also shown that the suggested method can easily track the abrupt change of system modal parameter under free vibration.

The proposed method is then applied to a 12-story short-lag shear wall structure model tested on a shaking table.

The instantaneous dynamic properties of the structure were identified and were then introduced as known parameters into a finite element model.

Comparisons with the numerical results using constant structural parameters demonstrate that the calculated structural responses using the identified time-varying parameters are much closer to the experimental results.

American Psychological Association (APA)

Chen, Jun& Zhao, Guanyu. 2014. Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition. Mathematical Problems in Engineering،Vol. 2014, no. 2014, pp.1-15.
https://search.emarefa.net/detail/BIM-481427

Modern Language Association (MLA)

Chen, Jun& Zhao, Guanyu. Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition. Mathematical Problems in Engineering No. 2014 (2014), pp.1-15.
https://search.emarefa.net/detail/BIM-481427

American Medical Association (AMA)

Chen, Jun& Zhao, Guanyu. Numerical and Experimental Investigation on Parameter Identification of Time-Varying Dynamical System Using Hilbert Transform and Empirical Mode Decomposition. Mathematical Problems in Engineering. 2014. Vol. 2014, no. 2014, pp.1-15.
https://search.emarefa.net/detail/BIM-481427

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-481427