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Official Journal of the Japan Wood Research Society

Table 1 Wood mechanical properties tested by the authors

From: Lateral performance of a semi-rigid timber frame structure: theoretical analysis and experimental study

EL (N/mm2)

EP (N/mm2)

\({\sigma _{{\text{L,t}}}}\) (N/mm2)

\({\sigma _{{\text{L,c}}}}\) (N/mm2)

\({\sigma _{{\text{P,c}}}}\) (N/mm2)

\(\rho\) (kg/m3)

9542

334

46.7

26.1

3.8

467

  1. E elastic modulus, \(\sigma\) stress strength, \(\rho\) density, L longitudinal to wood grain, P perpendicular to wood grain, t tension, c compression.