Comparison of dynamic response of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach
By Zhiping P. Qiu, Xiaojun Wang. 2003
251 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/9f900b51de839d2e4dfd061e4ba0832ce1976d18
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In Civil and Structural Engineering
In Computational Theory and Mathematics
In Statistics and Probability
Citations in the corpus
- Exact bounds for the static response set of structures with uncertain-but-bounded parameters (2006, methodology): “Two examples are presented to illustrate the computational aspects of the vertex solution theorem and show that the accuracy of the vertex solution theorem is similar to that of the interval perturbation method proposed by Qiu (2003), Qiu et al. (1995, 1996a,b), and Qiu and Wang (2003).”
- A Chebyshev interval method for nonlinear dynamic systems under uncertainty (2013, unknown): “[21, 22] developed non-probabilistic interval analysis”