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Author:

Liu, Yanhui (Liu, Yanhui.) | Tan, Ping (Tan, Ping.) | Zhou, Fulin (Zhou, Fulin.) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明)

Indexed by:

EI Scopus PKU CSCD

Abstract:

For the vibration control of structures under earthquake and wind excitation, the active-passive hybrid tune mass damper (HMD) is presented and the realization tactic of the control device is proposed, which adopts active mass damper (AMD) driven by linear motors, hollow rubber bearings as restoring force springs of the tune mass damper(TMD), and guide rails as supported structure. Then, the control effect and damping mechanism of the HMD for the dynamic response of the structure are analyzed under external excitations. Meanwhile, the influence of feedback response on control effect, control force and displacement AMD are discussed. Finally, the shaking table test of the structure controlled by HMD is carried out based on linear-quadratic-gaussian (LQG) and control algorithm. Simulation and experimental results show that HMD can effectively suppress the dynamic response of the structure and improve the performance of TMD. In order to solve the problem of AMD shifting, the displacement of AMD should be chosen as a control object and feedback vector when the AMD driven by linear motors is taken as the active control device. The control effect of the LQG control algorithm is better than that of thecontrol algorithm, and the feasibility of the HMD's hardware system is experimentally proven, which supports the application of the HMD control system to pure engineering. ©, 2015, Nanjing University of Aeronautics an Astronautics. All right reserved.

Keyword:

Algorithms Vibration control Feedback Rubber products Linear motors Dynamic response

Author Community:

  • [ 1 ] [Liu, Yanhui]State Key Laboratory for Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University, Guangzhou; 510405, China
  • [ 2 ] [Liu, Yanhui]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Liu, Yanhui]Department of Civil Engineering, University of Toronto, Toronto; M5S1A4, Canada
  • [ 4 ] [Tan, Ping]State Key Laboratory for Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University, Guangzhou; 510405, China
  • [ 5 ] [Zhou, Fulin]State Key Laboratory for Seismic Reduction/Control & Structural Safety (Cultivation), Guangzhou University, Guangzhou; 510405, China
  • [ 6 ] [Zhou, Fulin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Yan, Weiming]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

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Source :

Journal of Vibration, Measurement and Diagnosis

ISSN: 1004-6801

Year: 2015

Issue: 3

Volume: 35

Page: 441-447

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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