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- W2005486990 abstract "Abstract It is shown that the vibrations of beams and plates may be analyzed in the frequency domain by using the wave equation, rather than the conventional differential equations of motion, provided that certain assumptions are made regarding the response of the system in the vicinity of a structural discontinuity. The wave equation, being of second order, is more amenable to both numerical and analytical solution than the standard fourth order differential equations, offering particular advantages in the study of the high-frequency response of beam systems and in the free vibration analysis of plate systems. The accuracy and robustness of the method is investigated by application to a range of example systems, and a comparison is made with the vibrational conductivity approach to high-frequency dynamics which is based on the heat conduction equation." @default.
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- W2005486990 date "1991-10-01" @default.
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- W2005486990 title "Analysis of beam and plate vibrations by using the wave equation" @default.
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- W2005486990 doi "https://doi.org/10.1016/0022-460x(91)90401-5" @default.
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