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Titlebook: Random Vibration and Spectral Analysis/Vibrations aléatoires et analyse spectral; André Preumont Book 1994 Springer Science+Business Media

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書目名稱Random Vibration and Spectral Analysis/Vibrations aléatoires et analyse spectral
編輯André Preumont
視頻videohttp://file.papertrans.cn/822/821092/821092.mp4
叢書名稱Solid Mechanics and Its Applications
圖書封面Titlebook: Random Vibration and Spectral Analysis/Vibrations aléatoires et analyse spectral;  André Preumont Book 1994 Springer Science+Business Media
描述I became interested in Random Vibration during the preparation of my PhD dissertation, which was concerned with the seismic response of nuclear reactor cores. I was initiated into this field through the cla.ssical books by Y.K.Lin, S.H.Crandall and a few others. After the completion of my PhD, in 1981, my supervisor M.Gera.din encouraged me to prepare a course in Random Vibration for fourth and fifth year students in Aeronautics, at the University of Liege. There was at the time very little material available in French on that subject. A first draft was produced during 1983 and 1984 and revised in 1986. These notes were published by the Presses Poly techniques et Universitaires Romandes (Lausanne, Suisse) in 1990. When Kluwer decided to publish an English translation ofthe book in 1992, I had to choose between letting Kluwer translate the French text in-extenso or doing it myself, which would allow me to carry out a sustantial revision of the book. I took the second option and decided to rewrite or delete some of the original text and include new material, based on my personal experience, or reflecting recent technical advances. Chapter 6, devoted to the response of multi degree of
出版日期Book 1994
關(guān)鍵詞Gaussian process; Maxima; Peak; Poisson process; Random variable; boundary layer; fatigue; stress; vibration
版次1
doihttps://doi.org/10.1007/978-94-017-2840-9
isbn_softcover978-90-481-4449-5
isbn_ebook978-94-017-2840-9Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightSpringer Science+Business Media B.V. 1994
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Introduction,te 60’s, mainly because of the availability of high-speed computers and general purpose finite-element programs. Numerical (finite-element) and experimental modal analysis have become standard engineering tools.
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Random Variables, times, assume we obtained the following sequence of results: . The outcome . occured .. = 21 times while . occured .. = 29 times. The relative frequencies are respectively . In fact, we know that if the number n of repetitions of the experiment increases indefinitely, the relative frequencies tend
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Random Response of Multi Degree of Freedom Systems,[generalized] structural displacements. Equation (6.1) expresses the equilibrium between the external, elastic, inertia and damping forces. For lack of better knowledge, the damping is often assumed viscous. The matrices ., . and . are symmetric semi positive definite. . and . result from the discre
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