Reliability sensitivity analysis with random and interval variables

By Jia Guo, Xiaoping Du. 2009

178 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/ad9de2dcf3395335a3586905e3d73bfad98bb5c9

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

1. Chao Jiang
2. Francis Tin-Loi
3. Chongmin Song
4. Xu Han
5. Wei Gao
6. Diego A. Alvarez
7. J. Hurtado
8. Jie Liu

In Statistics and Probability

1. Chao Jiang
2. Xu Han
3. Di Wu
4. Wei Gao
5. Chongmin Song
6. Diego A. Alvarez
7. J. Hurtado
8. Jie Liu

Citations in the corpus

• A new reliability analysis method for uncertain structures with random and interval variables (2012, methodology): “In each numerical example, the sequential single-loop procedure (Du 2007; Guo and Du 2009) (termed as SSL method) will be also used, and the analysis results from the two different methods under exactly the same convergence criteria will be contrasted.”
• Hybrid probabilistic interval analysis of bar structures with uncertainty using a mixed perturbation Monte-Carlo method (2011, methodology): “[44] X.P. Du, J. Guo, Reliability sensitivity analysis with random and interval variables, International Journal for Numerical Methods in Engineering 77 (2009) 1585–1617.”
• Structural reliability analysis based on random distributions with interval parameters (2011, methodology): “A semi-analytic method was proposed for sensitivity analysis of the hybrid reliability with both random variables and interval variables [26].”
• An efficient method for the estimation of structural reliability intervals with random sets, dependence modeling and uncertain inputs (2014, methodology): “Also comparisons have been made between probabilistic and the alternative methods [34–36] or their combination has been explored [37–40].”
• Reliability sensitivity analysis for structural systems in interval probability form (2011, methodology): “Typical FORM involves the three steps to estimate the probability of failure Pf (Guo and Du 2009; Du 2005; Ditlevsen and Madsen 2007).”
• Reliability–sensitivity analysis using dimension reduction methods and saddlepoint approximations (2013, methodology): “Guo and Du [14] proposed a reliability–sensitivity analysis method for structural systems with random and interval variables.”
• A Hybrid Reliability Approach Based on Probability and Interval for Uncertain Structures (2012, background): “[21–26], among which the work by Du et al.”