Structural Response Analysis under Dependent Variables Based on Probability Boxes

Table 3

Uncertain variables for the 25-bar steel truss.

Uncertain variables	Parameter 1 (mean)	Parameter 2 (standard deviation)	Boundary distribution type
(N)	,		Normal
(N)	,		Normal
(N)	,		Normal
(N)	,		Normal
(Mpa)	,		Normal