Structural parameter identification and
β
J.R. Wu; Q.S. Li
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Article
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2006
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Elsevier Science
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English
β 425 KB
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