Abstract
In this paper, a new semi-active control strategy for seismic response reduction using a neurocontroller and MR dampers is proposed. The proposed control system adopts a training algorithm based on a cost function and sensitivity evaluation algorithm to calculate the desired control force. A clipped algorithm is then employed to induce the MR damper to generate approximately the desired control force by selecting appropriate command voltage. The proposed semi-active neurocontroller was applied to a benchmark building installed with linear elastomeric isolation system. Comparing with passive and sample controller, numerical simulation results have shown that the proposed scheme can significantly reduce the floor acceleration, base shear and building corner drift with a slight increase of base displacement.
Original language | English (US) |
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Pages (from-to) | 682-692 |
Number of pages | 11 |
Journal | Structural Control and Health Monitoring |
Volume | 13 |
Issue number | 2-3 |
DOIs | |
State | Published - Mar 2006 |
Keywords
- Base-isolation
- Benchmark problem
- MR dampers
- Neuro-control
- Semi-active control
- Semi-active damping devices
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials