2008
DOI: 10.1016/j.probengmech.2007.10.006
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Spectral stochastic analysis of structures with uncertain parameters

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Cited by 11 publications
(4 citation statements)
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“…Unfortunately, this option is not available in the most widely used commercial FE packages. A spectral stochastic approach for the dynamic analysis in the frequency domain based on perturbation has been proposed recently [22]. The solution is based on the explicit dependence of the impulse response function on the uncertain structural parameters.…”
Section: Perturbation Methodsmentioning
confidence: 99%
“…Unfortunately, this option is not available in the most widely used commercial FE packages. A spectral stochastic approach for the dynamic analysis in the frequency domain based on perturbation has been proposed recently [22]. The solution is based on the explicit dependence of the impulse response function on the uncertain structural parameters.…”
Section: Perturbation Methodsmentioning
confidence: 99%
“…where = , . By substituting expression (17) into (8) and using orthogonalization method, one obtains the following set of uncoupled ordinary differential equations:…”
Section: Particular Solutionsmentioning
confidence: 99%
“…The load process is fuzzy random both in space and time. The solution of the problem was found thanks to the fuzzy random dynamic influence function [16][17][18]. The aim of the paper is to find the solution for the membership function of the probabilistic characteristics of the response of the structure.…”
Section: Introductionmentioning
confidence: 99%
“…A certain overview of non-probabilistic methods for non-deterministic numerical analysis, and a comparison to the classical probabilistic approaches is presented by Moens and Vandepitte [45]. By Ś niady et al [46] a probabilistic dynamic analysis of a structure with uncertain parameters under stochastic excitations is shown. Statistical dynamic responses of geometrically nonlinear shells with stochastic Young's modulus are considered by Chang et al [47], where the stochastic finite element method with the perturbation technique and the Newton-Raphson iteration procedure are applied.…”
Section: Introductionmentioning
confidence: 99%