Shock and Vibration / 2020 / Article / Fig 6

Research Article

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

Figure 6

(a) Time history response of top floor displacement and acceleration of connected steel 5-5 MRF-MRF buildings under different earthquake ground motions. (b) Time history response of top floor displacement and acceleration of connected steel 5-5 BF-BF buildings under different earthquake ground motions.
(a)
(b)

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