1. 1) Fukumoto, Y., Nishimura, K., Sasamoto, K. and Kataoka, M: Structural Design of High-Rise RC Buildings using Coupled Vibration Control System, GBRC, 42(3), pp.5-14, 2017.7 (in Japanese) 福本義之, 西村勝尚, 笹元克紀, 片岡大: 連結制振構造を利用した超高層RC 造建物の構造設計, GBRC, 42(3), pp.5-14, 2017.7
2. 2) Takewaki, I. and Tsuji, M.: Fundamental properties on earthquake input energy to two structures connected by passive dampers, Journal of Structural and Construction Engineering (Transactions of AIJ), No.616, pp.81-87, 2007.6 (in Japanese) 竹脇 出, 辻 聖晃: 連結制震ダンパーを有する構造物群へ入力される地震エネルギーの基本特性, 日本建築学会構造系論文集, 第616 号, pp.81-87, 2007.6
3. 3) Fukumoto, Y., Sakaguchi, K. and Takewaki, I.: Optimum damper determination in vibration-controlled connected buildings based on energy transfer mechanism, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures II, pp.713-714, 2014.7 (in Japanese) 福本義之, 坂口和大, 竹脇 出: エネルギー伝達特性に基づく連結制振における最適ダンパー量の決定, 日本建築学会大会学術講演梗概集,構造II, pp.713-714, 2014.7
4. 4) Murase, M., Fujita, K., Tsuji, M., Takewaki, I.: Hybrid system of base isolation and building connection for control robust for broad-type earthquake ground motions, Journal of Structural Engineering, AIJ, 60B, pp.413-422, 2014.3 (in Japanese) 村瀬 充, 藤田晧平, 辻 聖晃, 竹脇 出: 幅広いタイプの地震動にも頑強な免震と連結制振のハイブリッド構造, 構造工学論文集, Vol.60B, pp.413-422, 2014.3
5. 5) Hayashi, K., Mitsuda, E., Fujita, K., Tsuji, M. and Takewaki, I.: Mechanism of response reduction in hybrid control system of base-isolated building connected to free-wall with damper, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 82 No. 737, pp.1023-1033, 2017.7 (in Japanese) 林 晃平, 満田衛資, 藤田皓平, 辻 聖晃, 竹脇 出, 免震・連結制振ハイブリッド構造の振動低減のメカニズム, 日本建築学会構造系論文集,82巻,No.737, pp.1023-1033, 2017.7.