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Official Journal of the Japan Wood Research Society

Table 1 Test results of timber

From: Experimental and nonlinear finite-element analysis study on lateral push resistance of San-dou components perpendicular and parallel to grain in traditional timber buildings

Larch

Fir

EL(106 Pa)

ER(106 Pa)

ET(106 Pa)

EL(106 Pa)

ER(106 Pa)

ET(106 Pa)

14,870 (7.04)

1318 (4.39)

866 (8.67)

11,563 (5.78)

896 (5.37)

676 (4.63)

GLR(106 Pa)

GLT(106 Pa)

GRT(106 Pa)

GLR(106 Pa)

GLT(106 Pa)

GRT(106 Pa)

1102 (4.76)

872 (8.72)

79 (5.17)

759 (4.95)

650 (3.94)

60 (7.42)

fcyL(106 Pa)

fcyR(106 Pa)

fcyT(106 Pa)

fcyL(106 Pa)

fcyR(106 Pa)

fcyT(106 Pa)

38.3 (5.66)

10.7 (4.86)

8.96 (3.29)

27 (3.94)

5.2 (6.98)

5.0 (2.28)

vLR

vTL

vRT

vLR

vTL

vRT

0.42 (6.65)

0.028 (6.44)

0.62 (4.59)

0.35 (3.42)

0.023 (1.96)

0.43 (6.01)

ftL(106 Pa)

ftR(106 Pa)

ftT(106 Pa)

ftL(106 Pa)

ftR(106 Pa)

ftT(106 Pa)

30.1 (5.27)

3.53 (7.66)

2.93 (5.64)

27 (4.53)

2.12 (2.87)

1.36 (3.01)

fLR(106 Pa)

fLT(106 Pa)

fRT(106 Pa)

fLR(106 Pa)

fLT(106 Pa)

fRT(106 Pa)

10.3 (5.93)

10.71 (7.74)

2.3 (7.35)

6.2 (1.31)

6.1 (1.76)

0.66 (6.18)

  1. Coefficient of variation in parentheses, unit: %, where L represents the parallel direction, R represents the radial direction, and T represents the tangential direction