Structural reliability analysis on the basis of small samples: An interval quasi-Monte Carlo method

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Reliability-based design optimization for problems with interval distribution parameters (2016, methodology): “(Zhang et al. 2013) constructed a probability model for uncertainty structures on the basis of limited information and proposed a quasi-Monte Carlo simulation methodology to compute the bounds of structural failure probability.”
An efficient method for the estimation of structural reliability intervals with random sets, dependence modeling and uncertain inputs (2014, methodology): “Present paper is aimed to the goal of facilitating the Monte Carlo solution of the interval reliability computation, which is much more computationally demanding than the conventional computation of a single reliability value [23,28,29,47].”