Shock and Vibration / 2020 / Article / Fig 9

Research Article

Effectiveness of Friction Dampers in Seismic and Wind Response Control of Connected Adjacent Steel Buildings

Figure 9

(a) Peak top floor displacement and acceleration responses of dissimilar connected MRF-BF buildings for equal storey height under historical earthquake ground motions and simulated wind forces. (b) Peak top floor displacement and acceleration responses of dissimilar connected BF-MRF buildings for equal storey height under historical earthquake ground motions and simulated wind forces.
(a)
(b)

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