Seismic Performance Analysis of a Connected Multitower Structure with FPS and Viscous Damper

Figure 14

L0689 series accelerogram. Time history of acceleration in (a) secondary direction (L0688), (b) primary direction (L0689), and (c) vertical direction (L0690). (d) Response spectrums compared with the design spectrum in CSDB.

(a)

(b)

(c)

(d)