Modeling and Fuzzy PDC Control and Its Application to an Oscillatory TLP Structure

Table 2

Input data for three parametric cases.

Subsystem 1
Wave period T	10 s
Structure mass M	100 kg
Structure width	4 m
Subsystem 2
Wave period T	12 s
Structure mass M	200 kg
Structure width	6 m
Subsystem 3
Wave period T	8 s
Structure mass M	150 kg
Structure width	2 m

Others are as follows.
Wave amplitude $A_i$ = 0.5 m; Water depth $h\mathrm{\hspace{0.17em}\hspace{0.17em}}=\mathrm{\hspace{0.17em}\hspace{0.17em}}20$ m; Young's modulus $E={10}^7$ N/${\text{m}}^2$; Mass moment of inertia = ${10}^{-2}$ ${\text{m}}^4$; Draft $d=2$ m.