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)