Application of the WKB method to catenary-shaped slender structures

DOI10.1016/j.mcm.2007.08.012zbMath1145.74358OpenAlexW2055498372MaRDI QIDQ949536

Ioannis K. Chatjigeorgiou

Publication date: 21 October 2008

Published in: Mathematical and Computer Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mcm.2007.08.012

zbMATH Keywords

eigenvaluescatenaryWKBslender structures

Mathematics Subject Classification ID

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

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Cites Work

• THE DYNAMICS OF TAUT INCLINED CABLES
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