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Discrete-time sliding mode for building structure bidirectional active vibration control
15
Citations
26
References
2018
Year
EngineeringMechanical EngineeringStructural EngineeringStabilityFuzzy Logic ModelVibrationsSystems EngineeringNonlinear Vibration ControlVibration IsolationStructural DynamicStructural VibrationEarthquake EngineeringBidirectional Earthquake ForcesActive Vibration ControlCivil EngineeringSeismic IsolationMechanical SystemsConstruction ManagementDiscrete-time Sliding ModeStructural MechanicsVibration Control
In terms of vibrations along bidirectional earthquake forces, several problems are faced when modelling and controlling the structure of a building, such as lateral-torsional vibration, uncertainties surrounding the rigidity and the difficulty of estimating damping forces. In this paper, we use a fuzzy logic model to identify and compensate the uncertainty which does not require an exact model of the building structure. To attenuate bidirectional vibration, a novel discrete-time sliding mode control is proposed. This sliding mode control has time-varying gain and is combined with fuzzy sliding mode control in order to reduce the chattering of the sliding mode control. We prove that the closed-loop system is uniformly stable using Lyapunov stability analysis. We compare our fuzzy sliding mode control with the traditional controllers: proportional–integral–derivative and sliding mode control. Experimental results show significant vibration attenuation with our fuzzy sliding mode control and horizontal-torsional actuators. The proposed control system is the most efficient at mitigating bidirectional and torsional vibrations.
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