EVALUATION OF FUNDAMENTAL DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE CHARACTERISTICS OF HIGH-RISE DAMPED BUILDING WITH OIL DAMPER HAVING RELIEF LOAD
Author:
Affiliation:
1. Kajima Design, Structural Engineering Group
2. Kajima Technical Research Institute, Kajima Corp.
3. Dept. of Architecture, Tokyo Univ. of Science
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijs/89/821/89_684/_pdf
Reference23 articles.
1. 1) The Japan Society of Seismic Isolation (JSSI), Manual for Design and Construction of Passively-Controlled Buildings (Third edition ), 2013.11 (in Japanese) (社)日本免震構造協会(JSSI):パッシブ制振構造設計・施工マニュアル, 第 3 版, 2013.11
2. 2) 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
3. 3) Matsumoto Y., Ikeda Y. :Unified Understanding of Base Seismic Isolation, Interstory Seismic Isolation and Tuned Mass Damper for Buildings, Journal of Structural Engineering (Transactions of AIJ), Vol.68B, pp.367-375, 2022.4 (in Japanese) 松本祐輝, 池田芳樹:建物の基礎免震, 中間層免震および同調型マスダンパによる制振の統一的理解, 日本建築学会構造工学論文集, 第 68B 巻, pp.367-375, 2022.4
4. 4) Matsuda K., Kasai K.: Passive Control Design Method for MDOF System composed of Bilinear + Slip Model added with Visco-Elastic Damper, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.716, pp.1525-1535, 2015.10 (in Japanese) 松田和浩, 笠井和彦:バイリニア+スリップモデルに粘弾性ダンパーを用いた制振構造の応答制御設計法, 日本建築学会構造系論文集, 第 80 巻, 第 716 号, pp.1525-1535, 2008.8(DOI: https://doi.org/10.3130/aijs.80.1525 )
5. 5) Harada Y., Akiyama H.:Seismic Design of Flexible-Stiff Mixed Frame with Energy Concentration, Journal of Structural and Construction Engineering (Transactions of AIJ), No.472, pp.57-66, 1995.6 (in Japanese) 原田幸博, 秋山宏:エネルギ集中型柔剛混合骨組の耐震設計, 日本建築学会構造系論文集, 第 472 号, pp. 57-66, 1995.6
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