EVALUATION OF FUNDAMENTAL DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE CHARACTERISTICS OF HIGH-RISE DAMPED BUILDING WITH OIL DAMPER HAVING RELIEF LOAD

Author:

MATSUZAWA Akihiro1,HATADA Tomohiko2,NAGANO Masayuki3

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

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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