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Abstract
The paper discusses the reliability assessment of simple random truss structures using three different probabilistic methodologies: the Monte Carlo method, the Point Estimate Method and the Response Surface Method. A benchmark truss structure example is analyzed. A set of numerical calculations of critical load is performed and the results are taken as the basis of advanced probabilistic calculations. Using the samples, numerical efficiency and accuracy of these methods are compared. A discussion is proposed to point out the advantages and drawbacks of PEM and RSM in comparison to MC method.
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Details
- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- PCM-CMM-2015 - 3rd Polish Congress of Mechanics and 21st International Conference on Computer Methods in Mechanics - Book of Short Papers. - vol. 2 strony 749 - 750
- Language:
- English
- Publication year:
- 2015
- Bibliographic description:
- Winkelmann K., Oziębło M.: Reliability assessment of truss towers using Monte Carlo Method, PEM and RSM// PCM-CMM-2015 - 3rd Polish Congress of Mechanics and 21st International Conference on Computer Methods in Mechanics - Book of Short Papers. - vol. 2/ ed. Michał Kleiber, Tadeusz Burczyński, Krzysztof Wilde, Jarosław Górski, Karol Winkelmann & Łukasz Smakosz Gdańsk: Drukarnia WIB Piotr Winczewski, 2015, s.749-750
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/b20057-128
- Verified by:
- Gdańsk University of Technology
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