Eigenvalue analysis for high telecommunication towers with lognormal stiffness by the response function method and SFEM

The main aim of this paper is to demonstrate the application of the generalized stochastic perturbation technique to model the lognormal random variables in structural mechanics. This is done to study probabilistic characteristics of the eigenvibrations for the high telecommunication towers with ra...

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Principais autores:	Marcin Marek Kamiński, Jacek Szafran
Format:	Artigo
Jezik:	Inglês
Izdano:	Institute of Fundamental Technological Research Polish Academy of Sciences 2017-01-01
Serija:	Computer Assisted Methods in Engineering and Science
Teme:	stochastic dynamics Stochastic Finite Element Method response function method stochastic perturbation technique
Online dostop:	https://cames.ippt.pan.pl/index.php/cames/article/view/151
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