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Abstract
The paper discusses reliability assessment of simple random truss structures using three different probabilistic methodologies: the Monte Carlo Method (MCM), the Point Estimate Method (PEM) and the Response Surface Method (RSM). A benchmark truss structure and a simplified full–size engineering tower are both analyzed. A set of ultimate load numerical calculations 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 and the advantages and drawbacks of PEM and RSM in relation to MC are discussed.
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Details
- 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 595 - 599
- Language:
- English
- Publication year:
- 2016
- Bibliographic description:
- Winkelmann K., Oziębło M., Rybaczyk K..: Reliability assessment of truss towers using Monte Carlo Method, PEM and RSM, W: 3rd Polish Congress of Mechanics (PCM) / 21st International Conference on Computer Methods in Mechanics (CMM), 2016, CRC Ress/Balkema, Taylor & Francis Group,.
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/b20057-128
- Verified by:
- Gdańsk University of Technology
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