In this paper an efficient modal control strategy is described for the active vibration control of a truss structure. In this approach, a feedback force is applied to each mode to be controlled according to a weighting factor that is determined by assessing how much each mode is excited by the primary source. The strategy is effective provided that the primary source is at a fixed position on the structure, and that the source is stationary in the statistical sense. To test the effectiveness of the control strategy it is compared with an alternative, established approach namely, Independent Modal Space Control (IMSC). Numerical simulations show that with the new strategy it is possible to significantly reduce the control effort required, wi...
Optimal independent modal space control for vibration suppression of beam structures traversed by a ...
The active vibration attenuation of linearly elastic structures modeled by the finite element method...
A control technique for the vibration suppression of flexible structures based on modal approach and...
In this paper an efficient modal control strategy is described for the active vibration control of a...
Many systems have, by their nature, a small damping and they are therefore potentially subjected to ...
This work concerns the analysis of power flow in truss structures, such as those used in space, when...
This dissertation proposes a theory for motion control in large flexible structures. The control app...
The performance of the independent modal space control (IMSC) algorithm for structural vibration con...
Many systems have, by their nature, a small damping and therefore they are potentially subjected to ...
Abstract. In this paper, the dynamic modelling and an active vibration control (AVC) technique are p...
Control algorithms were presented for vibration control of structures excited by environmental loads...
Four optimization strategies were used to improve the average vibration isolation between the base a...
This paper presents a new control technique for reducing vibration in flexible structures. It is ba...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
The aim of this work is to investigate the effects of different control strategies for an active vib...
Optimal independent modal space control for vibration suppression of beam structures traversed by a ...
The active vibration attenuation of linearly elastic structures modeled by the finite element method...
A control technique for the vibration suppression of flexible structures based on modal approach and...
In this paper an efficient modal control strategy is described for the active vibration control of a...
Many systems have, by their nature, a small damping and they are therefore potentially subjected to ...
This work concerns the analysis of power flow in truss structures, such as those used in space, when...
This dissertation proposes a theory for motion control in large flexible structures. The control app...
The performance of the independent modal space control (IMSC) algorithm for structural vibration con...
Many systems have, by their nature, a small damping and therefore they are potentially subjected to ...
Abstract. In this paper, the dynamic modelling and an active vibration control (AVC) technique are p...
Control algorithms were presented for vibration control of structures excited by environmental loads...
Four optimization strategies were used to improve the average vibration isolation between the base a...
This paper presents a new control technique for reducing vibration in flexible structures. It is ba...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
The aim of this work is to investigate the effects of different control strategies for an active vib...
Optimal independent modal space control for vibration suppression of beam structures traversed by a ...
The active vibration attenuation of linearly elastic structures modeled by the finite element method...
A control technique for the vibration suppression of flexible structures based on modal approach and...