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

المؤلفون المشاركون

Chen, Jun
Zhao, Guanyu

المصدر

Mathematical Problems in Engineering

العدد

المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-15، 15ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2014-04-07

دولة النشر

مصر

عدد الصفحات

15

التخصصات الرئيسية

هندسة مدنية

الملخص 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.

نمط استشهاد جمعية علماء النفس الأمريكية (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

نمط استشهاد الجمعية الأمريكية للغات الحديثة (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

نمط استشهاد الجمعية الطبية الأمريكية (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

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-481427