An Experimental Investigation on Tuned Mass Damper for Mitigation of Structural Response of Frame Structures
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Abstract
This research investigates the experimental study of Tuned Mass Damper (TMD) and its effect on frame models under sinusoidal excitation. To perform the shake table test, a frame model is developed and excited under sinusoidal loading to observe the structural response without and with a mass damper. Different parameters such as Frequency Ratio, Tuning Ratio, and Mass Ratio are considered during the study. The signal study is done both in the time domain and frequency domain. Under a particular range of excitation frequency, the behavior of TMD is studied by changing the mass ratio and tuning ratio. The efficiency of the TMD in terms of percentage reduction in displacement response is observed.
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