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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 parameter

Distribution

Load parameter \(\Phi \)

\(\mathcal {N}(0.0,0.2^2)\)

Load parameter \(\lambda \)

\(\mathcal {N}(1.0,0.1^2)\)

Young’s modulus E

\(\mathcal {N}(1.0,0.05^2)\)