Structural Response Analysis under Dependent Variables Based on Probability Boxes

Table 1

Uncertain parameters for the 10-bar aluminum truss.

Uncertain variables	Parameter 1 (mean)	Parameter 2 (standard deviation)	Boundary parameter distribution
(N)	442800, 44680	40000	Normal
(N)	442800, 44680	40000	Normal
(N)	1709200, 1849200	40000	Normal
(Mpa)	68948	3120, 3350	Normal