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Performance of Fixed-Parameter Control Algorithms on High-Rise Structures Equipped with Semi-Active Tuned Mass Dampers

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Figure

Figure 1. Force–velocity relationship for the performance bands of a variable damping device.
Table I. Groundhook control logic
Figure 2. Ensemble of the structural configurations. (left) TMD-equipped structure and (right) STMD-equipped structure.
Figure 3. (a) Dynamic wind force time histories of last and first occupied floor and (b) frequencycontent of the wind excitation fluctuation.
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