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2. 2) Patten, W. N. : Field Test of an Intelligent Stiffener for Bridges at the I-35 Walnut Creek Bridge, Earthquake Engineering and Structural Dynamics, Vol. 28, No. 2, pp. 109-126, 1999.2
3. 3) Kobori, T., Takahashi, M., Nasu, T., Niwa, N., Hiehata, J. and Ogasawara, K. : Seismic Response Controlled Structure with Active Variable Stiffness System, Earthquake Engineering and Structural Dynamics, Vol. 22, No. 11, pp. 925-941, 1993.11
4. 4) Kurino, H. : Fundamental Study of Structural Control Capacity of Maxwell Type Semi-active Damper, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 564, pp. 63-70, 2003.2 (in Japanese) 栗野治彦：Maxwell型セミアクティブダンパの振動制御能力に関する基礎的考察, 日本建築学会構造系論文集, 第564号, pp. 63-70, 2003.2
5. 5) Kurino, H. : A Study on Decentralized Structural Control Algorithm for ON/OFF Type Semi-active Dampers, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 571, pp. 79-86, 2003.9 (in Japanese) 栗野治彦 : ON/OFF型セミアクティブダンパの分散制御手法に関する研究, 日本建築学会構造系論文集, 第571号, pp. 79-86, 2003.9