木質材料の座屈強度に関する研究（その２）：弾性座屈応力度の評価におけるヤング係数の取り扱いに関する考察

抄録

Continuing from the previous report, we discuss the buckling strength of wooden materials. The 50th %ile lower limit and the 5th %ile lower limit of the Young's modulus were obtained by two type of the non-destructive test and bending tests. Applying these values to Euler's buckling strength formula, we compared the calculation results and the experimental results. The calculated values with 5th %ile lower limit were to be close to the lower limit of buckling strength test results. The calculated values with 50th %ile lower limit weren’t useful for estimating the average of buckling strength in this study.