Titlebook: Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S; Isaac Elishakoff Book 2020 Springer

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书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S影响因子(影响力)




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S影响因子(影响力)学科排名




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S网络公开度




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S网络公开度学科排名




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S被引频次




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S被引频次学科排名




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S年度引用




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S年度引用学科排名




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S读者反馈




书目名称Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and S读者反馈学科排名

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Wide-Band Random Axisymmetric Vibration of Cylindrical Shells,quare velocity at the driven section due to the modal cross-correlations can be more than three times that due to the modal autocorrelations when the excitation is a band-limited white noise which includes 81 modes.

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Random Vibration of System with Finitely Many Degrees of Freedom and Several Coalescent Natural Freting the natural frequency of a single-degree-of-freedom structure—and all the others, which are coalescent. It is shown that as the number of degrees of freedom tends to infinity, the error introduced by omission of the cross-correlation terms reaches 70%.

时间等

Random Vibration of a Vehicle Model,e crucial effect, and their neglect may lead to considerable error in evaluation of mean-square values of the response. In addition, we revisit some discrete systems with coinciding natural frequencies.

Organonitrile

Hybrid Optimization and Anti-optimization of a Stochastically Excited Beam,e supports are placed symmetrically with respect to the middle cross section of the beam. We investigate the mean-square displacement of the beam with a view of determining the optimum location of supports so as to minimize the maximum probabilistic response. This study falls in the category of hybr

无辜

Random Vibration of a Point-Driven Two-Span Beam on an Elastic Foundation,2 . on a linear elastic foundation. The normal-mode approach is utilized. The natural frequencies are falling into two groups: the first group corresponds to the beam of length . that is simply supported at its ends; the second group is associated with the beam of length . that is simply supported a

使入迷

Random Vibrations of Orthotropic Plates,r solving the stochastic boundary value problem, the probabilistically given and sought functions are expressed in terms of series of approximate modes of vibration, which satisfy the boundary conditions but not the field equation. Galerkin’s procedure then yields a set of linear equations for the c