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Official Journal of the Japan Wood Research Society

Table 7 Simulation and actual test results for glued-laminated timber

From: Stochastic model for predicting the bending strength of glued-laminated timber based on the knot area ratio and localized MOE in lamina

 

Set 1

Set 2

Set 3

Set 4

Test data

Simulated data

Test data

Simulated data

Test data

Simulated data

Test data

Simulated data

Number of specimens

27

1000

30

1000

30

1000

30

1000

Non-parametric 5% point estimate (MPa)

40.83

41.22

32.67

30.41

31.91

29.06

31.02

30.98

Coefficient of variation

0.22

0.17

0.18

0.25

0.15

0.16

0.16

0.15

K–Sa test statistic

0.265

0.259

0.137

0.19

K–S critical value

(significance level: 0.01)

0.317

0.302

0.302

0.302

  1. aKolmogorov–Smirnov