Transient response of a multi-span beam on non-symmetric piecewise-linear supports

DOI10.1016/0020-7683(93)90138-WzbMath0790.73037MaRDI QIDQ1317129

V. Pereyra

Publication date: 28 June 1994

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

Hamilton's principleassumed mode methodconstant moving loadstationary unsteady load

Mathematics Subject Classification ID

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

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Transient responses of flexible non-uniform spinning shaft with nonlinear and asymmetric supports ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications

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