Flexibility-based structural damage identification using Gauss-Newton method

DOI10.1007/s12046-013-0151-3zbMath1322.74062OpenAlexW2009260214MaRDI QIDQ746450

D. Kharzeev

Publication date: 16 October 2015

Published in: Sādhanā (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s12046-013-0151-3

zbMATH Keywords

flexibilityGauss-Newton methodstructural damage detection

Mathematics Subject Classification ID

Methods of quasi-Newton type (90C53) Brittle damage (74R05)

Cites Work

• Damage Detection in Structures Using Changes in Flexibility
• Iterative method for calculating derivatives of eigenvectors

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