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Obiekt
Tytuł: Computer analysis of dynamic reliability of some concrete beam structure exhibiting random damping
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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. ; 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. ; 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.
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Zielona Góra: Uniwersytet Zielonogórski
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Source:
IJAME, volume 26, number 1 (2021)
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License CC BY-NC-ND 4.0:
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Biblioteka Uniwersytetu Zielonogórskiego
Kolekcje, do których przypisany jest obiekt:
- Digital Library of Zielona Góra > Repository > Faculties > Faculty of Mechanical Engineering
- Digital Library of Zielona Góra > Repository > Types of work > Articles
- Digital Library of Zielona Góra > Repository > Scientific journals and UZ publishing series > International Journal of Applied Mechanics and Engineering (IJAME) > International Journal of Applied Mechanics and Engineering (IJAME) (2021)
Data ostatniej modyfikacji:
Jul 6, 2023
Data dodania obiektu:
Feb 6, 2023
Liczba wyświetleń treści obiektu:
244
Wszystkie dostępne wersje tego obiektu:
https://www.zbc.uz.zgora.pl/publication/77573
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| Nazwa wydania | Data |
|---|---|
| Computer analysis of dynamic reliability of some concrete beam structure exhibiting random damping | Jul 6, 2023 |
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