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Semi‐active fuzzy control for seismic response reduction using magnetorheological dampers
Author(s) -
Choi KangMin,
Cho SangWon,
Jung HyungJo,
Lee InWon
Publication year - 2004
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.372
Subject(s) - magnetorheological fluid , control theory (sociology) , damper , robustness (evolution) , engineering , reduction (mathematics) , fuzzy logic , fuzzy control system , vibration control , magnetorheological damper , vibration , bounded function , computer science , control engineering , mathematics , control (management) , physics , artificial intelligence , biochemistry , chemistry , geometry , quantum mechanics , gene , mathematical analysis
A semi‐active fuzzy control strategy for seismic response reduction using a magnetorheological (MR) damper is presented. When a control method based on fuzzy set theory for a structure with a MR damper is used for vibration reduction of a structure, it has an inherent robustness, and easiness to treat the uncertainties of input data from the ground motion and structural vibration sensors, and the ability to handle the non‐linear behavior of the structure because there is no longer the need for an exact mathematical model of the structure. For a clipped‐optimal control algorithm, the command voltage of a MR damper is set at either zero or the maximum level. However, a semi‐active fuzzy control system has benefit to produce the required voltage to be input to the damper so that a desirable damper force can be produced and thus decrease the control force to reduce the structural response. Moreover, the proposed control strategy is fail‐safe in that the bounded‐input, bounded‐output stability of the controlled structure is guaranteed. The results of the numerical simulations show that the proposed semi‐active control system consisting of a fuzzy controller and a MR damper can be beneficial in reducing seismic responses of structures. Copyright © 2004 John Wiley & Sons, Ltd.