1. 1) Hanyuda, Y. et al. : An experimental study on hysteresis characteristics of Nuki-to-Column joints using wedges for Japanese historical wooden structures: Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 84, No. 758, pp. 541-551, 2019.4 (in Japanese) 羽生田善将, 藤川大輝, 井戸田秀樹, 小島崇徳, 小野徹郎：伝統木造社寺建築における楔を有する柱－貫仕口の履歴特性に関する実験, 日本建築学会構造系論文集, 第84巻, 第758号, pp. 541-551, 2019.4
2. 2) Yoshida, T. et al. : Study on Performance of Bending Moment Resistance at Column and Nuki Joint -Experimental verification of various reinforcing methoods which use wedge and scantlings-, Proceedings of Tokai Chapter Architectural Research Meeting, pp. 365-368, 2014.2 (in Japanese) 吉田拓矢, 古川忠稔, 堀内征弘：柱－貫接合部のモーメント抵抗性能の向上に関する研究-楔および小角材を用いた各種の補強方法の効果検証-, 日本建築学会東海支部研究報告集, pp. 365-368, 2014.2
3. 3) Kusunoki, T. et al. : Cyclic Loading Tests of Nuki-Column Joint and Pilot Test for its Performance Improvement, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp. 509-510, 2009.7 (in Japanese) 楠寿博, 木林長仁, 伊藤正：貫接合部の曲げ性能実験と性能向上のための一つの試み, 日本建築学会大会学術講演梗概集, 構造-III, pp. 509-510, 2009.7
4. 4) Japanese Association for Conservation of Architectural Monuments : Japanese Traditional Timber Joint Design with Representative Examples From Historic Buildings of All Periods, Benrido, 1986.3 (in Japanese) 文化財建造物保存協会：文化財建造物伝統技法集成, 便利堂, 1986.3
5. 5) AIJ : Fundamental Theory of Timber Engineering, AIJ, 2010.12 日本建築学会：木質構造基礎理論, 日本建築学会, 2010.12