1. 1) Ido, H.：History of sawn lumber standards and allowable stresses in Japan, Bulletin of FFPRI, vol. 17, No. 1, pp. 1-33, 2018.3 (in Japanese) 井道裕史：我が国の製材規格と許容応力度の変遷, 森林総合研究所研究報告, vol. 17, No. 1, pp. 1-33, 2018.3
2. 2) Architectural Institute of Japan：Standard for Structural Design of Timber Structures, 2006.2 (in Japanese) 日本建築学会：木質構造規準・同解説, 2006.2
3. 3) Wood, L. W.：Relation of strength of wood to duration of load, Forest Product Laboratory, Report No, 1916, 1951.12
4. 4) Poirier, E., Moudgil, Manu., Fallahi, A., Staub-French, S. and Tannert, T.：Design and construction of a 53-meter-tall timber building at the university of British Columbia, WCTE 2016, Vienna, Austria, 2016.8
5. 5) Follesaa, M., Fragiacomo, M., Casagrande, D., Tomasi, R., Piazza, M., Vassallo, D., Canetti, D. and Rossi, S.：The new provisions for the seismic design of timber buildings in Europe, Engineering Structure, No. 168, pp. 736-747, 2018.