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

Figure 10

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

(a)

(b)