Structural performance of a parked wind turbine tower subjected to strong ground motions
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- 作者：Atul Patila ; Sungmoon Junga ; sjung@eng.fsu.edu" class="auth_mail" title="E-mail the corresponding author ; Oh-Sung Kwonb
- 关键词：Wind turbine ; Tower ; Seismic ; Earthquake ; Near fault ; Far fault ; Fragility
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：1 August 2016
- 年：2016
- 卷：120
- 期：Complete
- 页码：92-102
- 全文大小：1328 K
文摘
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We evaluate the seismic performance of a typical wind turbine tower.
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Both near-fault and far-fault ground motions were used for comprehensive study.
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Fragility functions were obtained considering uncertainties in capacity and demand.
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The wind turbine tower studied here is most vulnerable to the overturning.