Identifiability of stiffness and damping coefficients in euler-bernoulli beam equations with kelvin-voigt damping

DOI10.1080/01630569708816750zbMath0889.35120OpenAlexW1992808770MaRDI QIDQ4344641

Shin-ichi Nakagiri, Kazufumi Ito

Publication date: 18 June 1998

Published in: Numerical Functional Analysis and Optimization (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/01630569708816750

zbMATH Keywords

parameter identificationEuler-Bernoulli beamidentifiabilityKelvin-Voigt damping

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Inverse problems for PDEs (35R30)

Related Items (3)

Identification of variable spacial coefficients for a beam equation from boundary measurements ⋮ Inverse problems of identifying the unknown transverse shear force in the Euler-Bernoulli beam with Kelvin-Voigt damping ⋮ Determination of the flexural rigidity of a beam from limited boundary measurements

Cites Work

• Positive and monotone solutions of linear ordinary differential equations
• Identifiability of operators for evolution equations in Banach spaces with an application to transport equations
• The Identification of a Distributed Parameter Model for a Flexible Structure
• Review of Japanese work of the last ten years on identifiability in distributed parameter systems
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