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...
I tiakina i:
| Ngā kaituhi matua: | , |
|---|---|
| Hōputu: | Artigo |
| Reo: | Inglês |
| I whakaputaina: |
Institute of Fundamental Technological Research Polish Academy of Sciences
2017-01-01
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| Rangatū: | Computer Assisted Methods in Engineering and Science |
| Ngā marau: | |
| Urunga tuihono: | https://cames.ippt.pan.pl/index.php/cames/article/view/151 |
| Ngā Tūtohu: |
Kāore He Tūtohu, Me noho koe te mea tuatahi ki te tūtohu i tēnei pūkete!
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