2006
DOI: 10.1016/j.oceaneng.2005.07.009
|View full text |Cite
|
Sign up to set email alerts
|

Feedforward and feedback optimal control for offshore structures subjected to irregular wave forces

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

1
61
0

Year Published

2009
2009
2018
2018

Publication Types

Select...
4
3

Relationship

0
7

Authors

Journals

citations
Cited by 92 publications
(63 citation statements)
references
References 8 publications
(8 reference statements)
1
61
0
Order By: Relevance
“…Because the pair (A, B) is controllable, it can be claimed that P 1 is the unique positive-semi-definite solution of (28). Noting (11) and the first formula (26), we have that all of the eigenvalues of (A T P 1 S −1 BR −1 B T ) satisfy λ i (A T P 1 S −1 BR −1 B T ) < 1.…”
Section: Theoremmentioning
confidence: 96%
See 3 more Smart Citations
“…Because the pair (A, B) is controllable, it can be claimed that P 1 is the unique positive-semi-definite solution of (28). Noting (11) and the first formula (26), we have that all of the eigenvalues of (A T P 1 S −1 BR −1 B T ) satisfy λ i (A T P 1 S −1 BR −1 B T ) < 1.…”
Section: Theoremmentioning
confidence: 96%
“…The simple structure of jacket-type offshore platform with an active mass damper (AMD) device is shown in Figure 1 [28]. The global dynamic equation of a jacket-type offshore platform is given by the following coupled equations:…”
Section: Jacket-type Offshore Platformmentioning
confidence: 99%
See 2 more Smart Citations
“…Individual pitch control has been investigated by a number of researchers and shown to be beneficial [2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18]. However, individual pitch control can reduce only the oscillation of blade bending moment, not its steady-state value.…”
Section: Introductionmentioning
confidence: 99%