In this paper, we address this problem through the design of a semiactive controller based on the mixed H2/H∞ control theory. The vibrations caused by the seismic motions are mitigated by a semiactive damper installed in the bottom of the structure. It is meant by semiactive damper, a device that absorbs but cannot inject energy into the system. Sufficient conditions for the design of a desired control are given in terms of linear matrix inequalities (LMIs). A controller that guarantees asymptotic stability and a mixed H2/H∞ performance is then developed. An algorithm is proposed to handle the semiactive nature of the actuator. The performance of the controller is experimentally evaluated in a real-time hybrid testing facility that consists of a physical specimen (a small-scale magnetorheological damper) and a numerical model (a large-scale three-story building)
Article
Anglès
Control automàtic; Enginyeria d'estructures -- Efectes sísmics; Enginyeria d'estructures -- Vibració; Sincronització; Lyapunov, Funcions de; Automatic control; Lyapunov functions; Structural engineering -- Earthquake effects; Structural engineering -- Vibration; Synchronization
IEEE
info:eu-repo/semantics/altIdentifier/doi/10.1109/CDC.2009.5399940
info:eu-repo/semantics/altIdentifier/issn/0191-2216
info:eu-repo/semantics/altIdentifier/isbn/978-1-4244-3871-6
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