Mitigation of seismic responses on building structures using MR dampers with Lyapunov‐based control

As losses of human lives and damages to buildings frequently occur during earthquake periods, it is crucial to mitigate structural vibrations. This paper describes the development of a Lyapunov-based control approach for magnetorheological (MR) dampers integrated in building structures to suppress quake-induced vibrations. In this work, MR dampers are used as semi-active devices, taking the advantages of the fail-safe operation and low power consumption. The control of MR dampers is, however, hindered by their hysteretic force–velocity responses and usually leads to indirect strategies compromising controllability and performance. To enhance the system performance, a Lyapunov-based controller is proposed here for direct control of the supply currents to the dampers for a multi-storey building. The dampers are configured in a differential mode to counteract the force-offset problem from the use of a single damper. The effectiveness of the proposed technique is verified, in simulations, by using a building model subject to quake-like excitations. Copyright © 2007 John Wiley & Sons, Ltd.

[1]  Bijan Samali,et al.  A novel hysteretic model for magnetorheological fluid dampers and parameter identification using particle swarm optimization , 2006 .

[2]  J. D. Carlson,et al.  COMMERCIAL MAGNETO-RHEOLOGICAL FLUID DEVICES , 1996 .

[3]  Osamu Yoshida,et al.  Seismic Control of a Nonlinear Benchmark Building using Smart Dampers , 2004 .

[4]  Norman M. Wereley,et al.  Seismic Control of Civil Structures Utilizing Semi–Active MR Braces , 2003 .

[5]  Henri P. Gavin,et al.  Control of seismically excited vibration using electrorheological materials and Lyapunov methods , 2001, IEEE Trans. Control. Syst. Technol..

[6]  Hyung-Jo Jung,et al.  Semi‐active fuzzy control for seismic response reduction using magnetorheological dampers , 2004 .

[7]  Mansour A. Karkoub,et al.  Active/semi-active suspension control using magnetorheological actuators , 2006, Int. J. Syst. Sci..

[8]  Hyung-Jo Jung,et al.  Implementation of Modal Control for Seismically Excited Structures using Magnetorheological Dampers , 2005 .

[9]  An-Pei Wang,et al.  Fuzzy sliding mode control for a building structure based on genetic algorithms , 2002 .

[10]  Shirley J. Dyke,et al.  PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .

[11]  Shirley J. Dyke,et al.  Semiactive Control Strategies for MR Dampers: Comparative Study , 2000 .

[12]  R. Jimenez,et al.  Semi-active control of civil structures using magnetorheological dampers , 2003, Proceedings of the 2003 American Control Conference, 2003..

[13]  Yutaka Inoue,et al.  Overview of the application of active/semiactive control to building structures in Japan , 2001 .

[14]  Shirley J. Dyke,et al.  Benchmark Control Problems for Seismically Excited Nonlinear Buildings , 2004 .

[15]  Chin-Hsiung Loh,et al.  Semiactive Control of Building Structures with Semiactive Tuned Mass Damper , 2005 .

[16]  Billie F. Spencer,et al.  Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction , 1996 .

[17]  Jann N. Yang,et al.  Modified Sliding Mode Control for Wind-Excited Benchmark Problem , 2004 .

[18]  Hyung-Jo Jung,et al.  Smart passive system based on magnetorheological damper , 2005 .

[19]  Michael C. Constantinou,et al.  Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .

[20]  Billie F. Spencer,et al.  Controlling buildings: a new frontier in feedback , 1997 .

[21]  Q. P. Ha SLIDING PERFORMANCE ENHANCEMENT WITH FUZZY TUNING , 1997 .

[22]  Bijan Samali,et al.  Study of a semi-active stiffness damper under various earthquake inputs , 2002 .