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Official Journal of the Japan Wood Research Society

Table 1 Calibration results for cross laminated timber (CLT)

From: Reliability analysis and duration-of-load strength adjustment factor of the rolling shear strength of cross laminated timber

 

Mean

Standard deviation

Model parameters for five-layer CLT

 \( b \)

39.857

2.219

 \( c \)

\( 3.483 \times 10^{ - 3} \)

\( 2.446 \times 10^{ - 3} \)

 \( n \)

6.754

0.117

 \( \tau_{0} \)

0.194

0.247

Model parameters for three-layer CLT

 \( b \)

257.249

229.738

 \( c \)

\( 9.861 \times 10^{ - 2} \)

\( 1.104 \times 10^{ - 5} \)

 \( n \)

14.911

0.045

 \( \tau_{0} \)

0.059

0.001