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Employing incomplete complex modes for model updating and damage detection of damped structures

โœ Scribed by HuaJun Li; FuShun Liu; Sau-Lon James Hu


Book ID
107356150
Publisher
SP Science China Press
Year
2008
Tongue
English
Weight
773 KB
Volume
51
Category
Article
ISSN
1006-9321

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A two-stage eigensensitivity-based finite element (FE) model updating procedure is developed for structural parameter identification and damage detection for the IASC-ASCE structural health monitoring benchmark steel structure on the basis of ambient vibration measurements. In the first stage, both

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