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Wind-induced response analysis of a wind turbine tower including the blade-tower coupling effect

โœ Scribed by Xiao-bo Chen; Jing Li; Jian-yun Chen

Book ID
111841744
Publisher
SP Zhejiang University Press
Year
2009
Tongue
English
Weight
353 KB
Volume
10
Category
Article
ISSN
1009-3095

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Equivalent static wind load evaluation formulas considering the dynamic effects based on peak factor were proposed to estimate the design wind load on the wind turbine tower in complex terrain. The non-linear part of wind pressure was considered to estimate the mean wind loads. The peak factor based