Fig. 9From: Efficient structural reliability analysis by using a PGD model in an adaptive importance sampling schema1D truss: convergence of failure probability (left) and its standard deviation (right) over the number of samples N running itPGDrel-PF for \(it=1\) (50 runs, \(p_0=0.1\), \(N_p=100\), \(N_{max}=25,600\) and \(\xi =10\))Back to article page