Skip to main content

Table 1 Distributions of random parameters in example 1D truss

From: Efficient structural reliability analysis by using a PGD model in an adaptive importance sampling schema

Random parameterDistribution
Load parameter \(\Phi \)\(\mathcal {N}(0.0,0.2^2)\)
Load parameter \(\lambda \)\(\mathcal {N}(1.0,0.1^2)\)
Young’s modulus E\(\mathcal {N}(1.0,0.05^2)\)