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

Table 1

The periods and frequencies of KK100.

Vibration mode	Periods (s)	Frequencies (Hz)
1	7.1522	0.1398
2	1.9490	0.5131
3	0.9525	1.0499
4	0.6445	1.5516