The encounter of interval and probabilistic approaches to structural reliability at the design point

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Hybrid reliability analysis of structures with multi-source uncertainties (2013, methodology): “These include the function approximation technique [28], the iterative rescaling method [29], the probability bounds approach [30], the mixed perturbation Monte Carlo method [31], and the complex nesting optimization algorithm [32], among others [6,33–37].”
An efficient method for the estimation of structural reliability intervals with random sets, dependence modeling and uncertain inputs (2014, methodology): “The proposed approach is based on a property of FORM [48], which consists in that the design point vector points to a direction of steep evolution of the limit state function [49–51].”