Shock and Vibration / 2019 / Article / Fig 4

Research Article

Effect of SSI on Vibration Control of Structures with Tuned Vibration Absorbers

Figure 4

Time variation of displacement and acceleration at the topmost node of the chimney under Nahanni (1985); TVAs are with the mass ratio (µ) of 2% and damping ratio (ζd) of 5%.

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