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A method for detecting damage-induced nonlinearities in structures using information theory

✍ Scribed by J.M. Nichols; M. Seaver; S.T. Trickey


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
355 KB
Volume
297
Category
Article
ISSN
0022-460X

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Structural parameter identification and
✍ J.R. Wu; Q.S. Li πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 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