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Results reveal that the developed controllers can effectively control both displacement and acceleration response of the considered structure.
Results show that optimized fuzzy logic controllers are robust and effective in reduction of both displacement and acceleration responses for both near- and far-field seismic events.
A multi-storey shear planer frame coupled with a tuned mass damper (TMD) system as the passive control device is considered in the numerical simulation for controlling both displacement and acceleration subjected to base excitation.
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Both vertical displacement and acceleration are measured at seat frame and driver's head, respectively.
The control objective is to minimize both the maximum displacement and acceleration responses of the structure.
The analyses confirm the validity of the design strategy for a well-balanced mitigation of the displacement and acceleration response in both the oscillators.
Displacement and acceleration at stiff edge of building.
Displacement and acceleration at flexible edge of building.
On the other hand, the alongwind acceleration, and acrosswind displacement and acceleration were dominant by the resonant component.
The vertical displacement, vibration and acceleration sensors were arranged at the mid-span to measure the dynamic displacement and acceleration of the bridge.
Torsional displacement and acceleration at CM of floor, in ( uptheta )-direction.
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