1. 1) Architectural Institute of Japan, Standard for structural design of timber structures, Maruzen, 2006 (in Japanese) 日本建築学会：木質構造設計規準, 丸善, 2006
2. 2) Kuwamura, H. : Performance and design in steel structure, Kyoritsu shuppan, pp. 85-108, 2002.11 (in Japanese) 桑村仁：鋼構造の性能と設計, 共立出版, pp. 85-108, 2002.11
3. 3) Kambe, W. Takahashi, S. Ito, T. and Aoki, K. : An experimental study on compression resistant performance of thick plywood of as an axial member, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 78, No. 384, pp. 355-361, 2013.2 (in Japanese) 神戸渡, 高橋清和, 伊藤拓海, 青木謙治：軸材としての厚物合板の耐圧縮性能に関する実験的研究, 日本建築学会構造系論文集, Vol. 78, No. 384, pp. 355-361, 2013.2
4. 4) Mogami, T. : Applied mechanics (second volume), Kanehara shuppan, pp. 117 134, 1966.5 (in Japanese) 最上武雄：応用力学（下巻） 改訂第4版, 金原出版, pp. 117-134, 1966.5.
5. 5) Sekiya, H. : Strength theory on timber, Asakura shoten, pp. 181-190, 1942.10 (in Japanese) 関谷文彦：木材強弱論, 朝倉書店, pp. 181-190, 1942.10