@misc{Bredow_Rafał_Computer,
 author={Bredow, Rafał and Kamiński, Marcin},
 howpublished={online},
 publisher={Zielona Góra: Uniwersytet Zielonogórski},
 language={eng},
 abstract={An efficiency of the generalized tenth order stochastic perturbation technique in determination of the basic probabilistic characteristics of up to the fourth order of dynamic response of Euler-Bernoulli beams with Gaussian uncertain damping is verified in this work.},
 abstract={This is done on civil engineering application of a two-bay reinforced concrete beam using the Stochastic Finite Element Method implementation and its contrast with traditional Monte-Carlo simulation based Finite Element Method study and also with the semi-analytical probabilistic approach.},
 abstract={The special purpose numerical implementation of the entire Stochastic perturbation-based Finite Element Method has been entirely programmed in computer algebra system MAPLE 2019 using Runge-Kutta-Fehlberg method. Further usage of the proposed technique to analyze stochastic reliability of the given structure subjected to dynamic oscillatory excitation is also included and discussed here because of a complete lack of the additional detailed demands in the current European designing codes.},
 type={artykuł},
 title={Computer analysis of dynamic reliability of some concrete beam structure exhibiting random damping},
 keywords={reliability analysis, Stochastic Finite Element Method, generalized stochastic perturbation technique, forced vibrations, Runge-Kutta-Fehlberg method},
}