1. 1) Hiroshi Akiyama: Earthquake-resistant Design Method for Buildings Based on Energy Balance, Gihodo Publishing Co. Ltd., 1999 (in Japanese) 秋山宏：エネルギーの釣合に基づく建築物の耐震設計、技報堂出版、1999
2. 2) Shujiro Kawakami, Akihiko Kawano and Yuuki Okamoto: A method to improve distribution of story drift angle responses in CFT momentresistant frames under severe earthquakes, Journal of Structural and Construction Engineering (Transactions of AIJ), No.585, pp. 223-229, 2004.11 (in Japanese)川上秀二郎,河野昭彦,岡本勇紀: CFT 構造ラーメン骨組の地震時の応答層間変形角分布の改善法について, 日本建築学会構造系論文集, 585, pp.223-229, 2004.11
3. 3) Toshio Kawashima, Yoshifumi Deguchi, and Koji Ogawa: Optimum strength distribution of structural members in steel frames, Journal of Structural and Construction Engineering (Transactions of AIJ), No.635, pp. 147-155, 2009.1 (in Japanese) 川島敏夫, 出口義史, 小川厚治: 鋼構造骨組の部材耐力分布の適正化に関する研究, 日本建築学会構造系論文集, 635, pp.147-155, 2009,1
4. 4) Kazuhiko Kasai, Hiroshi Ito and Takayuki Ogura: Passive control design method based on tuning of equivalent stiffness of bilinear oil damper, Journal of Structural and Construction Engineering (Transactions of AIJ), No.630, pp.1281-1288, 2008.8 (in Japanese) 笠井和彦,伊藤浩資,小椋崇之: オイルダンパーの等価剛性調節による制振構造の応答制御手法, 日本建築学会構造系論文集,630,pp.1281-1288,2008.8
5. 5) Japanese Society of Seismic Isolation: Passive seismic response control structure design and construction manual, 2013 (in Japanese) 日本免震構造協会:パッシブ制振構造設計・施工マニュアル編集委員, 2013