Structural damage identification based on best achievable flexibility change

DOI10.1016/j.apm.2011.04.010zbMath1228.74074OpenAlexW2066823082MaRDI QIDQ651725

Qiu-Wei Yang, Bing-Xiang Sun

Publication date: 18 December 2011

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2011.04.010

zbMATH Keywords

damage identificationbest achievableflexibility change

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20)

Related Items (2)

Uncertain identification method of structural damage for beam-like structures based on strain modes with noises ⋮ A new adaptive approach of the Metropolis-Hastings algorithm applied to structural damage identification using time domain data

Cites Work

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• Finite element model updating in structural dynamics
• A mixed sensitivity method for structural damage detection
• Damage Detection in Structures Using Changes in Flexibility
• Model Updating In Structural Dynamics: A Survey
• Modal Analysis for Rotating Machinery
• Statistical Identification of Structures

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