RATIONAL DESIGN METHOD OF HYBRID VIBRATION CONTROL SYSTEM USING INERTIAL MASS DAMPER AS SUPRESSION MECHANISM OF EIGEN-PERIOD FLUCNATION BY INSTALLATION OF BUCKLING-RESTRAINT BRACES-Reference-Cited by-同舟云学术

RATIONAL DESIGN METHOD OF HYBRID VIBRATION CONTROL SYSTEM USING INERTIAL MASS DAMPER AS SUPRESSION MECHANISM OF EIGEN-PERIOD FLUCNATION BY INSTALLATION OF BUCKLING-RESTRAINT BRACES

Published:2022-12-01 Issue:802 Volume:87 Page:1133-1141
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

HARADA Daisuke¹,YOSHITOMI Shinta²

Affiliation:

1. General Building Research Corporation of Japan

2. Dept. of Environmental City Eng., Ritsumeikan Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/802/87_1133/_pdf

Reference12 articles.

1. 1) Kondo, A. Kohama, E., Watanabe K., Kokusyo, H., Oyama, M., Nagao, N., Yoshihara, T.: Basic deformation characteristic op Pile supported wharf using Buckling restrained brace, Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), Vol.75, No. 2, pp. I_563~I_568, 2019, doi : https://doi.org/0.2208/jscejoe.75.I_563 (in Japanese)　近藤明彦, 小濱英司, 渡辺健二, 国生隼人, 小山萌弥, 永尾直也, 吉原到 :座屈拘束ブレースを用いた直杭式桟橋の耐震性向上に関する基礎的検討, 土木学会論文集 B3, 第 75 巻, 2 号, pp.I_563~I_568, 2019, doi : https://doi.org/0.2208/jscejoe.75.I_563

2. 2) Harada, D., Yoshitomi, S.: Optimal performance and placement design method of Buckling restrained braces for Vibration control building, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.86, No.785, pp.1046-1055, 2021, doi : https://doi.org/10.3130/aijs.86.1046 (in Japanese)　原田大輔,吉富信太 : 制振建物に設置する座屈拘束ブレースの性能と配置箇所の合理的決定法に関する研究, 日本建築学会構造系論文集, 第86 巻, 785 号, pp.1046-1055, 2021, doi : https://doi.org/10.3130/aijs.86.1046

3. 3) Furuhashi, T., Ishimaru, S.: Mode isolation by Inertial mass, Study on response control by inertial mass No.1, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.576, pp. 55-62, 2004, doi : https://doi.org/10.3130/aijs.69.55_1 (in Japanese)　古橋剛, 石丸辰治 : 慣性接続要素によるモード分離慣性接続要素による応答制御に関する研究その 1, 日本建築学会構造系論文集, 576 号, pp.55-62, 2004, doi : https://doi.org/10.3130/aijs.69.55_1

4. 4) Furuhashi, T., Ishimaru, S.: Response control of Multi-Degree system by Inertial mass, Study on response control by inertial mass No.2, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.601, pp. 83-90, 2006, doi : https://doi.org/10.3130/aijs.71.83_2 (in Japanese)　古橋剛, 石丸辰治 : 慣性接続要素による多質点振動系の応答制御慣性接続要素による応答制御に関する研究その 2, 日本建築学会構造系論文集, 601 号, pp.83-90, 2006, doi : https://doi.org/10.3130/aijs.71.83_2

5. 5) Saito, K., Kurita, S., Inoue, N.: Optimal response control of 1-Dof system using Linear viscous damper with Inertial mass and its Kelvin-type modeling, Journal of Structural Engineering, 53B, pp.53-66, 2007.3 (in Japanese)　斎藤賢二, 栗田哲, 井上範夫 : 慣性接続要素を利用した線形粘性ダンパーによる一質点構造の最適応答制御と kelvin モデル化手法に関する考察, 構造工学論文集, Vol.53B, pp53-66, 2007.3