“…Seismic performance of these structures, which is based on their numerical analysis, not only requires a realistic nonlinear structural model, but also needs uncertainties consideration. Uncertainties can be categorized to three distinct factors related to the computer model: (i) inaccuracy in mathematical equations solving method (numerical uncertainty), (ii) imprecision in model parameters definition (parameter uncertainty), and (iii) inexactness and incompleteness in engineering principles modeling, (structural uncertainty) [1]. Any computer based engineering problem is a mixture of mentioned three factors which no distinguished boundary exists among them [1].…”