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Two kinds of modal control (the IMSControl and Time-Sharing) are tested.
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Based on the modal sensor fibers and modal actuator fibers, the modal control of the composite beam is performed independently.
It presents a systematic way to design the controller using a robust modal control technique: the feedback gain tuning.
The active modal control of the vibro-acoustic response is implemented using piezoelectric actuators/sensors.
The weighting matrix Q used in the ATMD system is determined by estimating the gain of modal control through the pole assignment method.
For the elastic plate two mechanisms of control are observed: "modal control" where the amplitudes of those modes which dominate sound radiation are reduced, and "modal rearrangement" where the relative amplitudes and phases of plate modes are adjusted to produce a vibration distribution of low radiation efficiency.
The aim of the work is that of exploring the use of dampers to control the modal response of buildings under horizontal seismic and aerodynamic loads.
The vibrational modes with a strong contribution in the response, the key parameters that control the modal frequencies, and those that reduce the maximum accelerations registered on the deck in a cost-effective manner, are identified.
In this paper, it is proposed to use a modal shape filter, and control the test such that the shapes that are generating stress in critical points are reproduced.
The topology optimization model of material microstructure is built, where the design variable is constructed based on the SIMP interpolation scheme and the objective function is to maximize the damping dissipation velocity of the piezoelectric composite structure based on the independent modal control strategy, while the constraints are applied on the volume fractions of the phase materials.
In this paper, a method to utilise modal control using the decoupled second-order matrix equations involving non-classical damping is proposed.
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