Kalman Filter Based Data Fusion for Bi-Axial Neutral Axis Tracking in Wind Turbine Towers

2015 ◽  
Author(s):  
ROHAN SOMAN ◽  
PAWEL MALINOWSKI ◽  
UWE PAULSEN ◽  
WIESLAW OSTACHOWICZ
Keyword(s):  
Kalman Filter ◽  
Data Fusion ◽  
Wind Turbine ◽  
Neutral Axis ◽  
Wind Turbine Towers

scholarly journals Kalman filter based data fusion for neutral axis tracking in wind turbine towers

2015 ◽  
Author(s):  
Rohan Soman ◽  
Pawel Malinowski ◽  
Wieslaw Ostachowicz ◽  
Uwe S. Paulsen
Keyword(s):  
Kalman Filter ◽  
Data Fusion ◽  
Wind Turbine ◽  
Neutral Axis ◽  
Wind Turbine Towers

Bi-axial neutral axis tracking for damage detection in wind-turbine towers

Wind Energy ◽  
2015 ◽  
Vol 19 (4) ◽  
pp. 639-650 ◽  
Author(s):  
Rohan N. Soman ◽  
Pawel H. Malinowski ◽  
Wieslaw M. Ostachowicz
Keyword(s):  
Damage Detection ◽  
Wind Turbine ◽  
Neutral Axis ◽  
Wind Turbine Towers

Wind load response of offshore wind turbine towers with fixed monopile platform

2016 ◽  
Vol 158 ◽  
pp. 122-138 ◽  
Author(s):  
M. Feyzollahzadeh ◽  
M.J. Mahmoodi ◽  
S.M. Yadavar-Nikravesh ◽  
J. Jamali
Keyword(s):  
Wind Turbine ◽  
Wind Load ◽  
Offshore Wind ◽  
Offshore Wind Turbine ◽  
Load Response ◽  
Wind Turbine Towers

Estimating and controlling UAV position using RGB-D/IMU data fusion with decentralized information/Kalman filter

2015 ◽  
Author(s):  
Milton C. P. Santos ◽  
Lucas V. Santana ◽  
Maria M. Martins ◽  
Alexandre S. Brandao ◽  
Mario Sarcinelli-Filho
Keyword(s):  
Kalman Filter ◽  
Data Fusion

Unscented Kalman Filter for INS/GNSS Data Fusion with Time Delay

2021 ◽  
Author(s):  
Kanishke Gamagedara ◽  
Taeyoung Lee ◽  
Murray R. Snyder
Keyword(s):  
Kalman Filter ◽  
Time Delay ◽  
Data Fusion ◽  
Unscented Kalman Filter ◽  
Gnss Data

Methodology for seismic risk assessment for tubular steel wind turbine towers: application to Canadian seismic environment

2011 ◽  
Vol 38 (3) ◽  
pp. 293-304 ◽  
Author(s):  
Elena Nuta ◽  
Constantin Christopoulos ◽  
Jeffrey A. Packer
Keyword(s):  
Seismic Hazard ◽  
Wind Turbine ◽  
Seismic Loading ◽  
Element Analysis ◽  
Design Spectrum ◽  
Wind Turbine Tower ◽  
Damage States ◽  
Wind Turbine Towers ◽  
Hazard Level ◽  
Hazard Levels

The seismic response of tubular steel wind turbine towers is of significant concern as they are increasingly being installed in seismic areas and design codes do not clearly address this aspect of design. The seismic hazard is hence assessed for the Canadian seismic environment using implicit finite element analysis and incremental dynamic analysis of a 1.65 MW wind turbine tower. Its behaviour under seismic excitation is evaluated, damage states are defined, and a framework is developed for determining the probability of damage of the tower at varying seismic hazard levels. Results of the implementation of this framework in two Canadian locations are presented herein, where the risk was found to be low for the seismic hazard level prescribed for buildings. However, the design of wind turbine towers is subject to change, and the design spectrum is highly uncertain. Thus, a methodology is outlined to thoroughly investigate the probability of reaching predetermined damage states under any seismic loading conditions for future considerations.

Remote monitoring and nondestructive evaluation of wind turbine towers

2014 ◽  
Author(s):  
Chih-Hung Chiang ◽  
Chih-Peng Yu ◽  
Keng-Tsang Hsu ◽  
Chia-Chi Cheng ◽  
Ying-Tzu Ke ◽  
...  
Keyword(s):  
Nondestructive Evaluation ◽  
Wind Turbine ◽  
Remote Monitoring ◽  
Wind Turbine Towers
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