An Observer-Based Controller with a LMI-Based Filter against Wind-Induced Motion for High-Rise Buildings

Figure 13

Comparison of structural acceleration in 87th and 91st floors of KK100 under ten-year return period wind load: (a) and (c) 0–600 s; (b) and (d) 100–110 s.

(a)

(b)

(c)

(d)