DESIGN METHOD USING EIGENVALUE ANALYSIS FOR ARRANGING VISCOUS DAMPERS IN ELASTOPLASTIC STRUCTURES

Author:

ISHIGAKI Hidenori1

Affiliation:

1. IES Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference10 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) Kasai K., Ogawa R., Pu W., Kiyokawa T. : Passive Control Design Method for Elasto-Plastic Frame Added with Visco-Elastic Dampers, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.75, No.655, pp.1625-1634 2010.9 (in Japanese) 笠井和彦,小川良典,蒲武川,清川貴世:粘弾性ダンパーをもつ制振構造の架構の塑性化を考慮した応答制御設計法,日本建築学会構造系論文集,第75巻,第655号,pp.1625-1634,2010.9

3. 3) Morikawa K., Hattori K., Hata I. : Study on Seismic Response Control Design Method Considering Plasticity of Building Frame - Simplified placement method of viscous-type dampers for a MDOF model -, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.83, No.753, pp.1583-1593 2018.11 (in Japanese) 森川和彦,服部恵多,秦一平:構造躯体の塑性化を考慮した制振構造物の簡易設計法に関する研究-多質点系モデルにおける粘性系ダンパーの配置決定方法-,日本建築学会構造系論文集,第83巻,第753号,pp.1583-1593,2018.11

4. 4) Soeta K., Sato D., Ishii M., Kitamura H. : Equivalent Shear Spring Modeling Method of Super Tall Steel Structure Building with Continuous Arrangement of Viscous Dampers and Hysteretic Dampers, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol.85, No.768, pp.197-207 2020.2 (in Japanese) 添田幸平,佐藤大樹,石井正人,北村春幸:粘性ダンパーと履歴ダンパーを連層配置した超高層鋼構造建物の簡易モデル作成手法,日本建築学会構造系論文集,第85巻,第768号,pp.197-207,2020.2

5. 5) Ishimaru S., Ehara E., Ishigaki H., Morikawa K. : On a Response Analysis Method by Equivalent Linearized Systems for Passively controlled structures, Journal of Structural and Construction Engineering (Transaction of AIJ), No.542, pp.91-98 2001.4 (in Japanese) 石丸辰治,江原栄次,石垣秀典,森川和彦:パッシブ型制震構造物の等価線形化による応答解析法,日本建築学会構造系論文集,第542号,pp.91-98,2001.4

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