The effect of structural damping on nodes for the Euler-Bernoulli beam: A specific case study

DOI10.1016/0893-9659(94)90112-0zbMath0801.73042OpenAlexW1983115808MaRDI QIDQ1328793

Joyce R. McLaughlin, Bruce Geist

Publication date: 7 August 1994

Published in: Applied Mathematics Letters (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0893-9659(94)90112-0

zbMATH Keywords

uniform beamharmonic forcingKelvin-Voigt type structural dampingsteady state resonant excitation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

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The effect of structural damping on nodes for the Euler-Bernoulli beam: A specific case study

Cites Work

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• Inverse spectral theory using nodal points as data - A uniqueness result
• The effect of structural damping on nodes for the Euler-Bernoulli beam: A specific case study
• Solution of inverse nodal problems

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