MODAL ANALYSIS OF MW GRADE WIND GENERATOR TOWER

Liu Xiang; Gao Zhenning; Li Hai

doi:10.13204/j.gyjz201202014

Volume 42 Issue 2

Dec. 2014

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Liu Xiang, Gao Zhenning, Li Hai. MODAL ANALYSIS OF MW GRADE WIND GENERATOR TOWER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 62-65. doi: 10.13204/j.gyjz201202014

Citation:

Liu Xiang, Gao Zhenning, Li Hai. MODAL ANALYSIS OF MW GRADE WIND GENERATOR TOWER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 62-65. doi: 10.13204/j.gyjz201202014

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MODAL ANALYSIS OF MW GRADE WIND GENERATOR TOWER

doi: 10.13204/j.gyjz201202014

1.
1. Inner Mongolia University of Science and Technology,Baotou 014010,China;
2.
2. China Second Metallurgy Group Corporation Limted,Baotou 014010,China

Received Date: 2010-07-10
Publish Date: 2012-02-20

Abstract

Abstract

Based on field testing of horizontal-axis wind turbine tower under two different working conditions in Wuchuan Area of Inner Mongolia,a further analysis was made by DASP system and the acceleration spectrum and characteristic frequency were obtained,then a finite element model of the tower was set up and a modal analysis was done by applying ANSYS software,taking account of the effect of engine room mass on the top of the tower.The measured results and calculated results provided a basis for avoiding resonance and further studying of structure dynamic response of wind tower,in addition,the modal data had a valuable reference for wind tower design and structural vibration control.
- wind generator tower,
- environmental incentives,
- finite element,
- modal analysis

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References(10)

References

汪江,杜晓峰,田万军. 500kV淮蚌线淮河大跨越输电塔振动测试与模态识别[J].中国电力,2009,(02):30-33.

王呼佳,陈洪军. ANSYS工程分析进阶实例[M].北京:中国水利水电出版社,2006.

王富耻,张朝晖. ANSYSl0.0有限元分析理论与工程应用[M].北京:电子工业出版社,2006.

克拉夫RW,彭津J. 结构动力学[M].北京:科学出版社,1983.

任狲,张巍,张富全. 巨型风力发电机塔架静动力学性能分析与研究[J].机电工程技术,2009,(03):65-69.

宋曦,戴建鑫. 水平轴风力机塔架的力学建模及ANSYS仿真分析[J].甘肃科学学报,2011,(01):91-95.

宋博. ANSYS在发电机组塔架动力分析中的应用[J].广州航海高等专科学校学报,2009,(02):28-30.

张文礼,张锁怀,王开专. 应用ANSYS二次开发的塔架应力研究[J].现代制造工程,2008,(10):45-49.

傅志方,华宏星. 模态分析理论与应用[M].上海:上海交通大学出版社,2000.

张相庭. 结构风工程:理论@规范@实践[M].北京:中国建筑工业出版社,2006.

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