Skip to main content

Table 2 1D truss: influence of the number of samples \(N_p\) with a fixed \(p_0 = 0.1\) in the adaptive design point estimation using the analytic limit state function (50 runs with \(N=5000\))

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

\(\mathbf{N} _{\mathbf{p}}\)

\(\mathbf{p} _\mathbf{0 }\)

\(\mathbf{N} _\mathbf{total }\)

\(\frac{|\overline{{\varvec{P}}_{\varvec{f}}}-{\varvec{P}}_{{\varvec{f}}_{\varvec{ref}}}|}{{{\varvec{P}}}_{{\varvec{f}}_{\varvec{ref}}}}\)

\(\mathbf{std} (\mathbf{P }_\mathbf{f })\)

\({\overline{\sqrt{(\varvec{Var}({\varvec{P}}_\mathbf{f })}}}\)

5

0.1

5039.8

0.45

5.93 \(\cdot 10^{-7}\)

1.25 \(\cdot 10^{-7}\)

10

0.1

5071

1.8 \(\cdot 10^{-2}\)

2.25 \(\cdot 10^{-7}\)

1.53 \(\cdot 10^{-7}\)

50

0.1

5332

7.14 \(\cdot 10^{-3}\)

6.66 \(\cdot 10^{-8}\)

5.67 \(\cdot 10^{-8}\)

100

0.1

5646

3.25 \(\cdot 10^{-3}\)

6.97 \(\cdot 10^{-8}\)

6.05 \(\cdot 10^{-8}\)

200

0.1

6276

4.11 \(\cdot 10^{-3}\)

5.71 \(\cdot 10^{-8}\)

5.36 \(\cdot 10^{-8}\)

1000

0.1

11,020

5.98 \(\cdot 10^{-4}\)

5.46 \(\cdot 10^{-8}\)

5.02 \(\cdot 10^{-8}\)

  1. The failure probability is given with respect to \(P_{f_{ref}}=1.18 \times 10^{-6}\) computed with \(N_p=1000\), \(p_0=0.1\) and \(N=25,600\) in 50 runs