Extended Smooth Orthogonal Decomposition for Modal Analysis

Author:

Hu Zhi-Xiang1,Huang Xiao2,Wang Yixian3,Wang Feiyu3

Affiliation:

1. Department of Civil Engineering, Hefei University of Technology, Hefei 23009, Anhui Province, China e-mail:

2. The 38th Research Institute of CETC, Hefei 230088, Anhui Province, China

3. Department of Civil Engineering, Hefei University of Technology, Hefei 23009, Anhui Province, China

Abstract

The smooth orthogonal decomposition (SOD) is an output-only modal analysis method, which has simple structure and gives good results for undamped or lightly damped vibration systems. In the present study, the SOD method is extended to incorporate various measurements that contain the displacement, the velocity, the acceleration, and even the jerk (derivation of the acceleration). Several generalized eigenvalue problems (EVPs) are put forward considering different measurement combinations, and it is proved that all these EVPs can reduce to the eigenvalue problems of the undamped vibration system. These different methods are called extended smooth orthogonal decomposition (ESOD) methods in this paper. For the damped vibration system, the frequencies obtained by different ESOD methods are different from each other. Thus, a cost function is defined and a search algorithm is proposed to find the optimal frequency and damping ratio that can explain these differences. Although the search algorithm is derived for the single-degree-of-freedom (SDOF) vibration systems, it is effective for the multi-degrees-of-freedom (MDOF) vibration system after assuming that the smooth orthogonal coordinates (SOCs) computed by the ESOD methods are approximate to the modal coordinate responses. In order to verify the ESOD methods and the search algorithm, simulations are carried out and the results indicate that all ESOD methods reach correct results for undamped vibration systems and the search algorithm can give accurate frequency and damping ratio for damped systems. In addition, the effects of measurement noises are considered and the results show that the proposed method has anti-noise property to some extent.

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Wuhan Municipal Science and Technology Bureau

Publisher

ASME International

Subject

General Engineering

Reference24 articles.

1. Luz, E., 1987, “Experimental Modal Analysis of Large-Scale Structures,” International Conference on Mechanical Dynamics, Shenyang, China, pp. 257–262.

2. Brincher, R., Zhang, L., and Andersen, P., 2000, “Output-Only Modal Analysis by Frequency Domain Decomposition,” 25th International Seminar on Modal Analysis (ISMA), Leuven, Belgium, pp. 717–723.http://vbn.aau.dk/files/258159546/Output_Only_Modal_Analysis_by_Frequency_Domain_Decomposition.pdf

3. EMD-Based Stochastic Subspace Identification of Structures From Operational Vibration Measurement;Eng. Struct.,2005

4. A Method for the Direct Identification of Vibration Parameters From the Free Response;Shock Vib. Bull.,1977

5. Modal Analysis of MDOF System by Using Free Vibration Response Data Only;J. Sound Vib.,2008

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