“…Uncertainty in the engineering structure can be generally quantified by the probabilistic model. In the traditional reliability analysis field, the probabilistic model is considered as the most powerful technique, in which the structural inputs are treated as the random variables
1,2 with the probability density function (PDF) and the structural safety level is measured by the failure probability (FP)
. However, due to the limitation of the data information in practice, it is almost impossible to assume that all uncertain input variables in the structure can be characterized by probabilistic model.…”