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.
Authors
Additional information
- DOI
- Digital Object Identifier link open in new tab 10.1201/b20057-115
- Category
- Aktywność konferencyjna
- Type
- materiały konferencyjne indeksowane w Web of Science
- Language
- angielski
- Publication year
- 2016
