DocumentCode :
2201838
Title :
Anti-overturning reliability analysis of gravity foundation of wind turbine in coral sands
Author :
Cheng, Zhongqing ; Yang, Ping ; Jiang, Haibo
Author_Institution :
Dept. of Logistics Command & Eng., Naval Univ. of Eng., Tianjin, China
fYear :
2011
fDate :
9-11 Sept. 2011
Firstpage :
2554
Lastpage :
2557
Abstract :
The anti-overturning performance of foundation is very important to the safe operation of wind turbine. In this paper, the reliability method is used to study the anti-overturning performance of gravity foundation of wind turbine. By analysis of limit state of foundation under overturning moment, performance function of reliability analysis of foundation is established. JC method is used to calculate anti-overturning reliability index of foundation. In order to accelerate the convergence speed, Newton Iteration Method is introduced. Effect of foundation dimension to reliability is analyzed.
Keywords :
Newton method; foundations; gravity; power generation reliability; wind turbines; JC method; Newton iteration method; antioverturning reliability analysis; convergence speed; coral sands; gravity foundation; performance function; wind turbine; Gravity; Indexes; Random variables; Reliability engineering; Reliability theory; Wind turbines; JC method; gravity foundation; overturn; reliability; wind turbine;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electronics, Communications and Control (ICECC), 2011 International Conference on
Conference_Location :
Zhejiang
Print_ISBN :
978-1-4577-0320-1
Type :
conf
DOI :
10.1109/ICECC.2011.6067974
Filename :
6067974
Link To Document :
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