A modified Dunkerley formula for eigenfrequencies of beams carrying concentrated masses

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Publication:1574590

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DOI10.1016/S0020-7403(99)00049-1zbMath1003.74037OpenAlexW1966325099WikidataQ127633390 ScholiaQ127633390MaRDI QIDQ1574590

Publication date: 27 January 2003

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7403(99)00049-1

zbMATH Keywords

concentrated masses eigenvalue problems Euler-Bernoulli beams frequency equations eigenfrequencies error parameter modified Dunkerley formula

Mathematics Subject Classification ID

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

Related Items (1)

Free response of a continuous vibrational system with attachments and/or discontinuities using segmented operational Tau method

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