Structural reliability analysis based on random distributions with interval parameters
By Chao Jiang, W. Li, Xu Han, L. X. Liu, Phuoc Hoang Le. 2011
178 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Statistics and Probability
View Paper: https://www.semanticscholar.org/paper/a83911c6f073f0d517225a37d655fda7203695f6
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In Civil and Structural Engineering
In Statistics and Probability
Citations in the corpus
- A non-probabilistic structural reliability analysis method based on a multidimensional parallelepiped convex model (2014, methodology): “By integrating the probabilistic approach and the convex model, the reliability of a hybrid model was also investigated [30–33].”
- Unified uncertainty analysis by the mean value first order saddlepoint approximation (2012, methodology): “Jiang et al. (2011) proposed a UUA method when both random variables and p-box variables are present in the system simultaneously, the MPP search is needed in this method.”
- Reliability-based design optimization under mixture of random, interval and convex uncertainties (2016, background): “[25,26] who assured that their solution algorithms can give consideration of both high computational efficiency and robust convergence performance.”
- Reliability-based design optimization for problems with interval distribution parameters (2016, methodology): “According to the authors’ recent work (Jiang et al. 2011), for the hybrid reliability problem formulated in Eq.”
- A Hybrid Reliability Approach Based on Probability and Interval for Uncertain Structures (2012, background): “Recently, it was further extended to the structural reliability analysis [30,31].”