A Type-2 Fuzzy Controller for Floating Tension-Leg Platforms in Wind Turbines

被引:14
作者
Firouzi, Behnam [1 ]
Alattas, Khalid A. [2 ]
Bakouri, Mohsen [3 ,4 ]
Alanazi, Abdullah K. [5 ]
Mohammadzadeh, Ardashir [6 ,7 ]
Mobayen, Saleh [8 ]
Fekih, Afef [9 ]
机构
[1] Ozyegin Univ, Mech Engn Dept, Vibrat & Acoust Lab VAL, TR-34794 Istanbul, Turkey
[2] Univ Jeddah, Coll Comp Sci & Engn, Dept Comp Sci & Artificial Intelligence, Jeddah 21959, Saudi Arabia
[3] Majmaah Univ, Coll Appl Med Sci, Dept Med Equipment Technol, Majmaah 11952, Saudi Arabia
[4] Fezzan Univ, Dept Phys, Coll Arts, Traghen 71340, Libya
[5] Taif Univ, Fac Sci, Dept Chem, POB 11099, At Taif 21944, Saudi Arabia
[6] Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam
[7] Duy Tan Univ, Sch Engn & Technol, Da Nang 550000, Vietnam
[8] Natl Yunlin Univ Sci & Technol, Future Technol Res Ctr, Touliu 64002, Yunlin, Taiwan
[9] Univ Louisiana Lafayette, Dept Elect & Comp Engn, Lafayette, LA 70504 USA
关键词
wind turbine; intelligent control; type-2 fuzzy control (T2FLC); learning algorithm; tension leg platforms (TLP); DECISION-MAKING; CONTROL-SYSTEM; STABILITY; MANAGEMENT;
D O I
10.3390/en15051705
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This paper proposes a type-2 fuzzy controller for floating tension-leg platforms in wind turbines. Its main objective is to stabilize and control offshore floating wind turbines exposed to oscillating motions. The proposed approach assumes that the dynamics of all units are completely unknown. The latter are approximated using the proposed Sugeno-based type-2 fuzzy approach. A nonlinear Kalman-based algorithm is developed for parameter optimization, and linear matrix inequalities are derived to analyze the system's stability. For the fuzzy system, both rules and membership functions are optimized. Additionally, in the designed approach, the estimation error of the type-2 fuzzy approach is also considered in the stability analysis. The effectiveness and performance of the proposed approach is assessed using a simulation study of a tension leg platform subject to various disturbance modes.
引用
收藏
页数:19
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