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Random vibration

Random vibrations, such as tho.se caused by an earthquake, cause shocks and ground movements and are termed seismic disturbances. Shocks and turbulence caused by a heavy sea, landslides and volcanic eruptions are also examples of shocks that may cause vibrations and result in tremors, not necessarily earthquakes. Nevertheless, they may require design considerations similar to those for an earthquake, depending upon the applieation (e.g. naval applications, hydro projects, dams and bridges). [Pg.436]

Newland, D. E. 1975 An Introduction to Random Vibrations and Spectra Analysis. London Longman. [Pg.390]

P) Random Vibration Test. This test is used to det the effect of random vibration on fuzes that are used in missiles or carried by jet aircraft. No description of test is given on p IIB-38 of Ref 39... [Pg.1100]

A. Preumont Random Vibration and Spectral Analysis. 1994 ISBN 0-7923-3036-6... [Pg.368]

If a stationary multiple microband electrode is used, then the collector current is rather sensitive to adventitious vibrations. If the electrode assembly is vibrated parallel to the inter-electrode gap, then although the collection efficiency is reduced the collector current is now insensitive to such random vibrations (of a non-modulatory nature). Repeatable, reliable titration using electrogenerated reagents has been demonstrated in this way [33]. [Pg.402]

As the temperature of a perfect crystal is increased, the random vibrational motions increase, and disorder increases within the crystal [see Fig. 10.11(b)]. Thus the entropy of a substance increases with temperature. Since S is zero for a perfect crystal at 0 K, the entropy value for a substance at a particular temperature can be calculated if we know the temperature dependence of entropy. [Pg.427]

V Haggan and T Ozaki. Modeling nonlinear random vibrations using an amplitude dependent autoregressive time series model. Biometri-ka, 68 186-196, 1981. [Pg.284]

Further, since j is a random vibration vector, can be replaced by , the component of the mean square vibrational amphtude of the emitting atom in the direction of the y-ray. Since U = Tf = Ey/ificY, where X is the wavelength of the y-ray, we obtain... [Pg.10]

For more complex vibration-service input spectra, such as multiple sinusoidal or random vibration spectra, additional testing is performed, using the more complex input waveform on product elements to gain assurance that the responses thereof are predictable. The final test exposes the equipment to specified vibration frequencies, levels, and duration, which may vary by axis of excitation and may be combined with other variables such as temperature, humidity, and altitude environments. [Pg.859]

However, for a large number of observed data points, repeated evaluations of the factor p(V 0, C) for different values of 0 becomes computationally prohibitive. It is obvious from Equation (4.9) that it requires the computation of the solution X of the algebraic equation F( )X = Y and the determinant of the x matrix F( ). This task is computationally very expensive for large N even though the former can be done efficiently by pre-conditioners [43,49,124]. Repeated evaluations of the likelihood function for thousands of times in the optimization process is computationally prohibitive for large N. Therefore, the exact Bayesian approach described above, based on direct use of the measured data V, becomes practically infeasible. In the next section, the model updating problem will be formulated with a nonsta-tionary response measurement. Standard random vibration analysis will be reviewed. Then, an approximated approach is introduced and it overcomes the computational obstacles and renders the problem practically feasible. [Pg.164]

Grigoriu, M. Applied Non-Gaussian Processes Examples, Theory, Simulation, Unear Random Vibration and MATLAB Solutions. Rrentice-Hall, Inc., Englewood Cliffs, NJ, 1995. [Pg.282]

Polidori, D. C. and Beck, J. L. Approximate solutions for nonlinear random vibration problems. Probabilistic Engineering Mechanics 11(3) (1996), 179-185. [Pg.287]

Acoustic analysis is done in three steps 1) determination of source strength, 2) calculation of sound pressure levels throughout the primary coolant system, and 3) calculation of random vibration response of components and structures. [Pg.216]

Response calculations of plate and shell structures to acoustic loads are based on standard random vibration methods assuming that the acoustic pressure acts at the natural frequencies of the structure. This conservatively gives the maximum response obtainable by any given pressure oscillation. Since these structures are likely of complex shapes, niomerical techniques are used to evaluate their boundary conditions. The response calculated represents the RMS stresses at the significant natural frequencies of the structure. [Pg.218]

For the seismic analysis using random vibration theory, floor response spectra in power density functions have been generated at all the important locations. [Pg.97]

Vibration and shock tests must be as much as possible representative of satellite conditions. The aim is to demonstrate cell ability to sustain sine and random vibration levels at the battery side (see Table 14.2). [Pg.322]

Chapter 14 Satellite Lithium-Ion Batteries 323 Table 14.2 Examples of Sine and Random Vibrations and Shock Levels... [Pg.323]

If random vibration or multifrequency input motion is used, appropriate procedures should be followed. The duration of the input motion should be decided on the basis of the antidpated duration of the earthquake [2]. [Pg.41]

Fujimura, K. 6c Der Kiureghian, A. 2007. Tail-equivalent linearization method for nonlinear random vibration. Probabilistic Engineering Mechanics 22(1), 63-76. [Pg.19]

Koo, H., Der Kiureghian, A. 6c Fujimura, K. 2005. Design-point excitation for non-linear random vibrations. Probabilistic Engineering Mechanics 20(2), 134-147. [Pg.19]


See other pages where Random vibration is mentioned: [Pg.47]    [Pg.1102]    [Pg.296]    [Pg.354]    [Pg.185]    [Pg.282]    [Pg.46]    [Pg.808]    [Pg.480]    [Pg.350]    [Pg.201]    [Pg.476]    [Pg.486]    [Pg.823]    [Pg.101]    [Pg.101]    [Pg.162]    [Pg.164]    [Pg.179]    [Pg.232]    [Pg.323]    [Pg.913]    [Pg.482]    [Pg.201]   
See also in sourсe #XX -- [ Pg.175 , Pg.179 ]

See also in sourсe #XX -- [ Pg.263 ]




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