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Zufallserregte Schwingungen bei modaler Dämpfung

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Computerdynamik der Tragwerke

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Zusammenfassung

Die in den Kapiteln 19 (ungedämpft) und 20.4 (modal gedämpft) behandelten Erregungstypen werden als deterministisch klassifiziert. Dies bedeutet, daß uns der Erregungsverlauf R(t) oder R η(t) in eindeutiger Weise bekannt ist.

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Literatur zu Kapitel 21

  1. A. Papoulis; Probability, random variables and stochastic processes (McGraw-Hill, New York, 1965).

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  4. T. L. Johnsen, S. S. Dey; ASKA Part II — Linear dynamic analysis, ASKA UM 218, Stuttgart (1978).

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  5. D. E. Newland; An introduction to random vibrations and spectral analysis (Longman, London, 1975).

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  6. Y. K. Lin; Probabilistic theory of structural dynamics (McGraw-Hill, New York, 1967).

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  7. St. H. Crandall, ed.; Random vibrations (MIT and John Wiley, New York, 1958).

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  8. W. Heinrich, K. Hennig; Zufallsschwingungen mechanischer Systeme (Vieweg, Braunschweig, 1978).

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Authors and Affiliations

  1. Institut für Computer-Anwendungen, Universität Stuttgart, Deutschland

    Prof. em. Dr. Dr. h. c. mult. John Argyris F. Eng., F.R.S. & Dr. Ing. Hans-Peter Mlejnek (Gruppenleiter)

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  1. Prof. em. Dr. Dr. h. c. mult. John Argyris F. Eng., F.R.S.
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  2. Dr. Ing. Hans-Peter Mlejnek
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© 1997 Springer Fachmedien Wiesbaden

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Argyris, J., Mlejnek, HP. (1997). Zufallserregte Schwingungen bei modaler Dämpfung. In: Computerdynamik der Tragwerke. Vieweg+Teubner Verlag, Wiesbaden. https://doi.org/10.1007/978-3-322-89564-6_8

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  • DOI: https://doi.org/10.1007/978-3-322-89564-6_8

  • Publisher Name: Vieweg+Teubner Verlag, Wiesbaden

  • Print ISBN: 978-3-528-06916-2

  • Online ISBN: 978-3-322-89564-6

  • eBook Packages: Springer Book Archive

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