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• W2024768657 abstract "Abstract The use and importance of dynamic stiffness influence coefficients in flexural forced vibrations of structures composed of beams are described. The dynamic forces can be either harmonic or general transient forces. The dynamic influence coefficients are defined in the Fourier transform plane, are computed there and are given in Table form for a uniform free-free beam. The dynamic problem formulated in terms of these coefficients is reduced to a static form. The dynamic response is obtained, in general, by a matrix inversion in the Fourier transform plane and a numerical inversion, based on the Cooley-Tukey algorithm, of the transformed solution. Structural examples of forced vibrations of a simple beam and a rigid frame illustrate the use of dynamic coefficients and demonstrate their advantages over other known methods in accuracy, simplicity of formulation and speed of computation." @default.
• W2024768657 created "2016-06-24" @default.
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• W2024768657 date "1975-12-01" @default.
• W2024768657 modified "2023-09-27" @default.
• W2024768657 title "Use of dynamic influence coefficients in forced vibration problems with the aid of Laplace transform" @default.
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• W2024768657 doi "https://doi.org/10.1016/0045-7949(75)90030-9" @default.
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