Investigation of the Performance of Two Passive Controllers in Mitigating the Rotational Response of Irregular Buildings

Figure 8

The displacement response of building model versus the angle of load application: (a) the RMS values of displacement in x-direction, (b) the RMS values of displacement in y-direction, and (c) the RMS value of the resultant displacement (bullets representing the maximum values).

(a)

(b)

(c)