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3. 3) Takeuchi T., Ichikawa Y., Nakashima H., and Kasai K. : Response Evaluation of Passively Controlled Multistory Building with Non-uniform Damper Distribution, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 583, pp. 115-122, 2004.9 (in Japanese) 竹内徹, 市川康, 中島秀雄, 笠井和彦 : ダンパーが不均等配置された多層パッシブ制振構造の応答予測, 日本建築学会構造系論文集, 第583号, pp. 115-122, 2004.9
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5. 5) Atsumi T., Kitamura H., Ishii M. and Uramoto H. : Vertical Distribution of Hysteretic and Velocity-Dependent Dampers for High-Rise Steel Structure (Part 1, 2), Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, B-2, pp. 763-766, 2006.7 (in Japanese) 渥美孝紘, 北村春幸, 石井正人, 浦本弥樹 : 鋼構造超高層建物における履歴減衰型・粘性減衰型制振部材の高さ方向併用配置の提案（その1, 2）, 日本建築学会大会学術講演梗概集, B-2, pp. 763-766, 2006.7