Non-probabilistic information fusion technique for structural damage identification based on measured dynamic data with uncertainty

DOI10.1007/s10409-013-0015-4zbMath1345.74098OpenAlexW2065806056MaRDI QIDQ315064

Zhi-Ping Qiu, Xiao-Jun Wang, Chen Yang

Publication date: 19 September 2016

Published in: Acta Mechanica Sinica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10409-013-0015-4

zbMATH Keywords

uncertaintydamage identificationinformation fusion techniqueinterval analysis methodset-membership identification (SMI)

Mathematics Subject Classification ID

Brittle damage (74R05)

Related Items (2)

Dynamic loads identification in presence of unknown but bounded measurement errors ⋮ Novel solution framework for inverse problem considering interval uncertainty

Cites Work

• Comparison of dynamic responses of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach.
• Structural damage assessment using a generalized minimum rank perturbation theory
• New method for accurate and consistent identification of modal parameters

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