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Author:

Du, Xiuli (Du, Xiuli.) (Scholars:杜修力) | Niu, Dongxu (Niu, Dongxu.) | Liao, Weizhang (Liao, Weizhang.) | Jia, Peng (Jia, Peng.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

A new-type damper-Inverse Control MRF Damper was designed and made based on the design principle of the magneto-rheological damper. The performance test of the MRF damper has been carried out on a small shaking table with focus on studying the working performance of the damper under high frequencies (10-50 Hz). In addition, the modified Bouc-Wen model was adopted to fit the tests data. The results are as follows: (1) It is feasible for the inverse control of the damper to be implemented by combining the permanent magnetic and the electro-magnetic field. The application of the isolating magnetic hoop can assure the magnetic lines to run along the theoretical designed path, and also raise the durability of the damper by avoiding the direct contact between the coils and MR fluid. (2) The modified Bouc-Wen model can well simulate high-frequency performances of damper. It provides a theoretical foundation for application of the kind of damper under high-frequency waves. (3) It is shown from the test that the force-displacement delay curve is satiated, and the force-velocity curve coincides well with the theoretical one. The parameters of the modified Bouc-Wen model coule be taken as nearly stable values in the 15-50 Hz range.

Keyword:

Magnetos Waves Velocity Permanent magnets Electromagnetic fields Vibrations (mechanical) Frequencies

Author Community:

  • [ 1 ] [Du, Xiuli]Beijing Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Niu, Dongxu]Beijing Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Liao, Weizhang]Beijing Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Jia, Peng]Beijing Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2006

Issue: 5

Volume: 25

Page: 49-53

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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