Table 1 Properties of wood.
From: Finite element analysis of the seismic performance of wind and rain bridge
E1 | E2 | E3 | Nu12 | Nu13 | Nu23 | G12 | G13 | G23 |
|---|---|---|---|---|---|---|---|---|
11,000 | 900 | 900 | 0.43 | 0.43 | 0.63 | 910 | 910 | 79 |
f | R11 | R22 | R33 | R12 | R13 | R23 | Â | Â |
35 | 1 | 0.123 | 0.123 | 0.197 | 0.197 | 0.197 | Â | Â |
