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Abstract
Implementation of the Point Estimation Method (PEM) in the reliability analysis of a three-dimensional truss structure is presented in the paper. The influence of geometric and material random parameters on the truss load-carrying capacity was investigated. The analysis was performed for different combinations of basic variables. Symmetric and asymmetric cases of snow load were taken to assess the structural reliability. Sensitivity of the structural response to cross-sectional area was also taken into account. The obtained results were compared with the Monte Carlo and Response Surface Method calculations.
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- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Title of issue:
- 3rd Polish Congress of Mechanics (PCM) / 21st International Conference on Computer Methods in Mechanics (CMM) strony 537 - 541
- Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Sorn P., Górski J., Winkelmann K., Przewłócki J..: Discrete random variables in reliability calculations of a reticulated shell, W: 3rd Polish Congress of Mechanics (PCM) / 21st International Conference on Computer Methods in Mechanics (CMM), 2016, CRC Press/Balkema, Taylor & Francis Group,.
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/b20057-115
- Verified by:
- Gdańsk University of Technology
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