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2) Uchikosi M.: Basics of seismic control Appropriate Selection Method of Passive Control Devices, Kenchikugijutsu, Inc., No. 796, pp. 86-87, 2016. 5 (in Japanese) 打越瑞昌:制振の基本 制振部材の適切な選定方法,建築技術,No. 796, pp. 86-87, 2016. 5
3) Takeuchi T., Ichikawa Υ., Nakashima Η., and Kasai K.: Response Evaluation of Passively Controlled Multistory Building with Non-uniform Damper Distribution, Journal of Structural and Construction Engineering (Transactions of Al J), 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
4) Shimada Y., Sato D., Nagae T., Kitamura H., Fukuyama K., Kajiwara K., Inoue T., Nakashima M., Saito T., Fukuwa N., and Hitaka T.: Investigation on Partial Install of Hysteretic Dampers into Lower Stories of High-rise Buildings:-Retrofitting against Long-period Ground Motion-, Journal of Structural and Construction Engineering (Transactions of Al J), No. 649, pp. 549-557, 2010. 3 (in Japanese) 島田侑, 佐藤大樹, 長江拓也, 北村春幸, 福山國夫, 梶原浩一, 井上貴仁,中島正愛,斎藤大樹,福和伸夫,日高桃子:超高層建物の下層階に部分配置する履歴ダンパーの効果と影響に関する検討一長周期地震動を想定した耐震改修一, 日本建築学会構造系論文集, No. 649 , pp. 549-557, 2010.3
5) Atsumi T., Kitamura Η., Ishii Μ. 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
6) Ishida T., Sato D., Kitamura H., Sasaki K., Miyazaki M., Yoshie K., Ishii M. and Fujita T.: Shaking Table Tests of 10th Story Steel Model Using Combinations of Hysteretic and Viscous Dampers, Journal of Structural Engineering, Vol. 55B, pp. 507-515, 2009. 3 (in Japanese) 石田琢志, 佐藤大樹, 北村春幸, 佐々木和彦, 宮崎充, 吉江慶祐, 石井正人,藤田隆史:履歴型・粘性型ダンパーをハイブリットに配置した 10層フレームの振動台実験,構造工学論文集,Vol. 55B, pp. 507-515, 2009. 3
7) Soeta K., Sato D., Kitamura H., Ishii M., Yoshie K., Miyazaki M., Sasaki K. and Iwasaki Y.: Influence of the Continuous Arrangement of Hysteretic Damper and Viscous Damper on Vibration Control Effect of High-rise Building, AIJ Journal of Technology and Design, No. 39, pp. 477-482, 2012. 6 (in Japanese) 添田幸平, 佐藤大樹, 北村春幸, 石井正人, 吉江慶祐, 宮崎充, 佐々木和彦,岩崎雄一:連層配置した履歴型ダンパーと粘性型ダンパーが超高層建物の制振効果に与える影響,日本建築学会技術報告集,No. 39, pp. 477-482, 2012. 6
8) Kitamura H.: Seismic Response Analysis Methods for Performance Based Design (Second edition), SHOKOKUSYA Publishing Co., Ltd., 2009. 4 (in Japanese) 北村春幸:性能設計のための建築振動解析入門(第2版),彰国社,2009. 4
9) Soeta K., Sato D., Kitamura H., Ishii M., Yoshie K., Miyazaki M., Sasaki K. and Iwasaki Y.: Simple Model of High-rise Building with Tandem Arrangement of Hysteretic Damper and Viscous Damper, Proceeding of The 82th Architectural Research Meetings, ΚΑΝΤΟ Chapter, Architectural Institute of Japan, pp. 209-212, 2012. 3 (in Japanese) 添田幸平, 佐藤大樹, 北村春幸, 石井正人, 吉江慶祐, 宮崎充, 佐々木和彦,岩崎雄一:履歴型・粘性型ダンパーを直列連層配置した鋼構造超高層建物の簡易モデル作成手法,日本建築学会関東支部研究報告集,pp. 209-212, 2012.3
10) Kasai K. and Iwasaki K.: Reduced Expression for Various Passive Control Systems and Conversion to Shear Spring Model, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 605, pp. 37-46, 2006. 7 (in Japanese) 笠井和彦,岩崎啓介:様々な形式の制振構造における自由度縮約法と水平バネ系への変換法,日本建築学会構造系論文集,No. 605, pp. 37-46, 2006. 7
11) Ishii M. and Kasai K.: Shear Spring Model for Time History Analysis of Multi-story Passive Controlled Buildings, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 647, pp. 103-112, 2010. 1(in Japanese) 石井正人,笠井和彦:多層制振構造の時刻歴解析に用いるせん断棒モデルの提案,日本建築学会構造系論文集,Νο. 647, pp. 103-112, 2010.1
12) Ishii M., Kitamura H., Wada A., and Kasai K.: A Study on Analytical Model for Frames Using Viscoelastic Dampers, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 531, pp. 55-62, 200〇. 5 (in Japanese) 石井正人,北村春幸,和田章,笠井和彦:粘弾性型制振部材付き架構のモデル化に関する検討,日本建築学会構造系論文集,No. 531, pp. 55-62, 2000. 5
13) Soeta K., Sato D., Kitamura H., Huruya K., Ishii M., Yoshie K., Miyazaki M., Sasaki K. and Iwasaki Y.: Evaluation of Damping Effect Considering Effective Damper Deformation Ratio for High-rise Building (Part 2), Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, B-2, pp. 775-776, 2011.7 (in Japanese) 添田幸平,佐藤大樹,北村春幸,古谷慶,石井正人,吉江慶祐,宮崎充,佐々木和彦,岩崎雄一:超高層建物における実効変形比に着目した制振性能評価( その2 ) , 日本建築学会大会学術講演梗概集, B - 2 , p p . 775-776, 2011.7
14) Kasai K. and Nishimura T.: Equivalent Linearization of Passive Control System with Oil Damper Bilinearly Dependent on Velocity, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 583, pp. 44-54, 2004. 9 (in Japanese) 笠井和彦,西村忠宗:減衰力が速度にバイリニア的に比例するオイルダンパーをもつ制振構造の等価線形化手法,日本建築学会構造系論文集,No. 583, pp. 44-54, 2004. 9
15) Nomura N., Sato D., Kitamura H. and Fujisawa K.: Response Performance for The High Earthquake-proofing Low and Medium-rise Steel Structure with H-SA700 High-Strength Steel and Hysteretic Damper, Journal of structural engineering, Vol. 58B, pp. 179-187, 2012. 3 (in Japanese) 野村尚史, 佐藤大樹, 北村春幸, 藤澤一善, 建築構造用高強度鋼材 H-SA700と制振部材を組合せた高耐震化中低層鋼構造建物の応答性状,構造工学論文集,Vol. 58B, pp. 179-187, 2012. 3