Semi-active control of buildings and structures for earthquake hazard mitigation represents a relatively new research area. Two optimal displacement control strategies for semi-active control of seismic response of frame structures using magnetorheological (MR) dampers or electrorheological (ER) dam
Semi-active fuzzy control for seismic response reduction using magnetorheological dampers
โ Scribed by Kang-Min Choi; Sang-Won Cho; Hyung-Jo Jung; In-Won Lee
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 535 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.372
No coin nor oath required. For personal study only.
โฆ Synopsis
Abstract
A semiโactive 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 nonโlinear behavior of the structure because there is no longer the need for an exact mathematical model of the structure. For a clippedโoptimal control algorithm, the command voltage of a MR damper is set at either zero or the maximum level. However, a semiโactive 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 failโsafe in that the boundedโinput, boundedโoutput stability of the controlled structure is guaranteed. The results of the numerical simulations show that the proposed semiโactive control system consisting of a fuzzy controller and a MR damper can be beneficial in reducing seismic responses of structures. Copyright ยฉ 2004 John Wiley & Sons, Ltd.
๐ SIMILAR VOLUMES
This paper presents the "rst application of a semi-active damper system to an actual building. The Semi-active Hydraulic Damper (SHD) can produce a maximum damping force of 1000 kN with an electric power of 70 W. It is compact, so a large number of them can be installed in a single building. It is t
A study has been made of the use of three semi-active friction devices, herein referred to as dampers, to control the seismic response of a building modelled as three masses. With a pseudo-random earthquake input, peak lateral accelerations, inter-storey drift and base displacement relative to groun
Passive supplemental damping in a seismically isolated structure provides the necessary energy dissipation to limit the isolation system displacement. However, damper forces can become quite large as the passive damping level is increased, resulting in the requirement to transfer large forces at the
## Abstract The linear quadratic regulator (LQR) control algorithm is at the heart of many modern control design methods. There have been numerous publications dealing with LQR control and earthquake engineering. However, very few papers discuss the hysteretic loops produced by the LQR control forc