Dynamic stiffness method for exponentially varying harmonic excitation of continuous systems

DOI10.1016/0022-460X(85)90280-9zbMath0559.73067MaRDI QIDQ5184491

Andrew Y. T. Leung

Publication date: 1985

Published in: Journal of Sound and Vibration (Search for Journal in Brave)

zbMATH Keywords

framesinitial conditionssingle degree of freedom systemfast computational methodforced responsedamped vibrationsolution of linear equationsDistributed loadscomplex frequency parametersequivalent to modal analysisequivalent to the usual Duhamel integral methodexponentially varying harmonic excitationsextension of the harmonic dynamic stiffness methodundamped straight beam members

Mathematics Subject Classification ID

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

Related Items (2)

Dynamic stiffness and response analysis ⋮ Dynamic stiffness analysis for axial-lateral-torsional vibration

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