The paper presents a static output feedback controller design approach for seismic-excited structures. An energy-to-peak control performance is used and actuator saturation is taken into consideration. By combining the linear matrix inequality (LMI) technique and the random search results of genetic algorithm (GA), a desirable static output feedback controller can be computed. Two building structures under seismic loads are used to validate the effectiveness of the proposed method in reducing the structural vibration. Simulation results also show that the energy-to-peak performance based controller can well realize the peak response suppression requirement and the static output feedback controller can achieve the same level of control perfo...
Distributed control systems for vibration control of large structures involve a large number of actu...
In the past two decades researchers in structural control community were mainly focused on the devel...
Numerous recent studies have assessed the stability and safety of structures furnished with differen...
The paper presents a static output feedback controller design approach for seismic-excited structure...
This paper presents a novel controller design strategy, which allows computing static output-feedbac...
Recent results in output-feedback controller design make possible an efficient computation of static...
This paper emphasizes on the application of genetic algorithm (GA) to optimize the parameters of the...
In this paper, we present a novel two-step strategy for static output-feedback controller design. In...
Optimisation methods for designing passive and active control mechanisms of buildings under earthqua...
To address the issue of inadequate control effect resulting from the challenge of measuring state fe...
Optimisation methods for designing passive and active control mechanisms of buildings under earthqua...
We present a new design strategy that makes it possible to synthesize decentralized output-feedback ...
Static output-feedback (SOF) controllers are particularly interesting for vibration control of compl...
We present a new design strategy that makes it possible to synthesize decentralized output-feedback ...
Distributed control systems for vibration control of large structures involve a large number of actu...
In the past two decades researchers in structural control community were mainly focused on the devel...
Numerous recent studies have assessed the stability and safety of structures furnished with differen...
The paper presents a static output feedback controller design approach for seismic-excited structure...
This paper presents a novel controller design strategy, which allows computing static output-feedbac...
Recent results in output-feedback controller design make possible an efficient computation of static...
This paper emphasizes on the application of genetic algorithm (GA) to optimize the parameters of the...
In this paper, we present a novel two-step strategy for static output-feedback controller design. In...
Optimisation methods for designing passive and active control mechanisms of buildings under earthqua...
To address the issue of inadequate control effect resulting from the challenge of measuring state fe...
Optimisation methods for designing passive and active control mechanisms of buildings under earthqua...
We present a new design strategy that makes it possible to synthesize decentralized output-feedback ...
Static output-feedback (SOF) controllers are particularly interesting for vibration control of compl...
We present a new design strategy that makes it possible to synthesize decentralized output-feedback ...
Distributed control systems for vibration control of large structures involve a large number of actu...
In the past two decades researchers in structural control community were mainly focused on the devel...
Numerous recent studies have assessed the stability and safety of structures furnished with differen...