A survey of non-probabilistic uncertainty treatment in finite element analysis
By David Moens, Dirk Vandepitte. 2005
404 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/d078f81b41ab7d341015c29d52e5eebd13973997
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Computational Theory and Mathematics
In Statistics and Probability
- Zhen Luo
- Jinglai Wu
- Nong Zhang
- Bingjie Ni
- Yunqing Zhang
- J. Mottershead
- H. H. Khodaparast
- Zhiliang Huang
Citations in the corpus
- Advanced line sampling for efficient robust reliability analysis (2015, methodology): “A detailed reasoning and discussion in this direction with an overview on available generalized models is provided in [14].45 In essence, a generalized model of uncertainty shall allow for imprecision in both the state variables of the system, denoted as θ, and the parameters of the probabilistic mo”
- Interval model updating with irreducible uncertainty using the Kriging predictor (2011, methodology): “[5–9].”
- Interval Finite Element Analysis using Interval Factor Method (2007, methodology): “Furthermore, in order to safely remove the higher order terms, IPM is only applicable to analyses with small intervals [ 10 ].”
- Discussions on non-probabilistic convex modelling for uncertain problems (2017, methodology): “Also, the convex model approach presently has been applied in various areas in structural mechanics, such as finite element analysis [26, 27], non-probabilistic reliability analysis [5, 18, 28-31], uncertain optimization [32-37], hybrid reliability analysis [38-41], etc.”
- Polynomial chaos expansion with random and fuzzy variables (2016, methodology): “The latter parameters can be modeled by fuzzy parameters [1,2], when the possible domain of variation is known; this approach has been successfully applied to determine the frequency response functions of uncertain dynamical systems [3–5].”