1. 1) Nakajima, H., et al.: Design and construction of hybrid tension dome, AIJ Journal of Technology and Design (Transactions of AIJ), Vol. 16, No.33, pp.499-504, 2010, 6 (in Japanese) 中島 肇ほか：張弦ドーム構造の構造設計と施工, 日本建築学会技術報告集, 第 6 巻, 第 33 号, pp.499-504, 2010.6 (DOI: https://doi.org/10.3130/aijt.16.499 )
2. 2) Ueda, T., et al.: Construction report on accuracy management of long span beam string structure, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures III, pp.1185-1186, 2013.8 (in Japanese) 上田 努ほか：大スパン張弦梁の精度管理方法, 日本建築学会大会学術講演梗概集, 構造Ⅲ, pp.1185-1186, 2013.8
3. 3) Kurosawa, T., et al.: Design and Construction of two-way grid shells of single layer roof composed of full-lock coil twisted rope (Part 2) Construction of the dome, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures I, pp.887-888, 2005.9(in Japanese) 黒沢俊也ほか：ロックドコイルロープを用いた単層格子シェル屋根の構造計画と施工（その 2）ドーム屋根の施工, 日本建築学会大会学術講演梗概集, 構造Ⅰ, pp.887-888, 2005.9
4. 4) 三好建正, 本田有機：気象学におけるデータ同化. 天気, 54.4: pp.15-18, 2007.4
5. 5) Yamamoto, S., et al.: Sequential data assimilation for a subsurface flow model with the ensemble Kalman filter, Life-Cycle of Structural Systems. CRC Press, pp.1347-1354, 2014