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- W2383022148 abstract "The initial stiffness mutation of lattice tower structure leads to the difficulties of distinguishing the stiffness change caused by damage.This paper provides one damage identification method for stiffness mutation position of lattice tower structure based on dynamic response information truncation.On the basis of obtaining dynamic response information of lattice tower structure under environment excitation,wavelet transform is adopted for structure damage location identification.And the dynamic response information of structure stiffness mutation position is truncated to removal the effect of the initial stiffness mutation of structure.Then,the truncated dynamic response information range is extended,so as to eliminate the influence of Gibbs Phenomenon on the boundary of initial dynamic response information area.Finally,basing on the oscillation of wavelet detail information,damage at stiffness mutation position will be identified.The results of calculated examples show that this method is reliable for damage identification of stiffness mutation position of lattice tower structure." @default.
- W2383022148 created "2016-06-24" @default.
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- W2383022148 date "2009-01-01" @default.
- W2383022148 modified "2023-09-27" @default.
- W2383022148 title "Damage Identification for Stiffness Mutation Position of Lattice Tower Structure" @default.
- W2383022148 hasPublicationYear "2009" @default.
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