TY - GEN
T1 - Structural Stabilization for Offshore Platforms Using a Fin Shaped Damper-Mass with a Rule-Based Control Strategy
AU - Azari, Mina Malek
AU - Luces, Jose Victorio Salazar
AU - Hirata, Yasuhisa
N1 - Publisher Copyright:
© 2020 IEEE.
PY - 2020/10/13
Y1 - 2020/10/13
N2 - Floating offshore structures such as wind turbines and maritime surveillance platforms experience pitch vibrations caused by wind and wave induced forces which affect their reliability, safety, and efficiency significantly. This paper presents a novel semi-active control system for the pitch stabilization of an offshore platform. We propose a semi-active control system, by which the hydrodynamic forces raised by the motion of a fin-shaped submerged damper mass are utilized to adjust its damping ratio. In this regard first, the grey relational analysis is applied to optimally tune the mass ratio of a passive submerged structural stabilization system. The performance of the stabilization system is then studied in frequency domain for different angles of attacks of the fin damper mass. A rule-based control strategy, where the tuned passive stabilization system changes to a semi-active stabilization system is introduced. In the proposed rule-based control strategy the angle of attack of the fin damper mass is controlled by a scheduler with regards to the collected wave frequency. Based on the obtained results, while the optimally tuned passive stabilization system suppresses the pitch vibration of the offshore platform up to 48.77%, in the proposed semi-active system, the suppression rate rises up to 64.79%.
AB - Floating offshore structures such as wind turbines and maritime surveillance platforms experience pitch vibrations caused by wind and wave induced forces which affect their reliability, safety, and efficiency significantly. This paper presents a novel semi-active control system for the pitch stabilization of an offshore platform. We propose a semi-active control system, by which the hydrodynamic forces raised by the motion of a fin-shaped submerged damper mass are utilized to adjust its damping ratio. In this regard first, the grey relational analysis is applied to optimally tune the mass ratio of a passive submerged structural stabilization system. The performance of the stabilization system is then studied in frequency domain for different angles of attacks of the fin damper mass. A rule-based control strategy, where the tuned passive stabilization system changes to a semi-active stabilization system is introduced. In the proposed rule-based control strategy the angle of attack of the fin damper mass is controlled by a scheduler with regards to the collected wave frequency. Based on the obtained results, while the optimally tuned passive stabilization system suppresses the pitch vibration of the offshore platform up to 48.77%, in the proposed semi-active system, the suppression rate rises up to 64.79%.
KW - Stabilization
KW - fin
KW - offshore
KW - pitch
KW - vibration
UR - http://www.scopus.com/inward/record.url?scp=85096552542&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85096552542&partnerID=8YFLogxK
U2 - 10.1109/ICMA49215.2020.9233558
DO - 10.1109/ICMA49215.2020.9233558
M3 - Conference contribution
AN - SCOPUS:85096552542
T3 - 2020 IEEE International Conference on Mechatronics and Automation, ICMA 2020
SP - 905
EP - 911
BT - 2020 IEEE International Conference on Mechatronics and Automation, ICMA 2020
PB - Institute of Electrical and Electronics Engineers Inc.
T2 - 17th IEEE International Conference on Mechatronics and Automation, ICMA 2020
Y2 - 13 October 2020 through 16 October 2020
ER -