書誌事項
- タイトル別名
-
- RESPONSE CONTROL EFFECT OF HI-RISED REINFORCED CONCRETE BUILDING USING COUPLED VIBRATION CONTROL STRUCTURE
- レンケツ セイシン コウゾウ オ テキヨウシタ チョウコウソウ RCゾウ タテモノ ノ セイシン コウカ
- Response control effect of hi-rised reinforced concrete building using couplaed vibration control structure
- 公開日
- 2008
- DOI
-
- 10.3130/aijt.14.417
- 公開者
- 一般社団法人 日本建築学会
この論文をさがす
説明
Authors designed the system connecting multi-story shear wall structure with short period and main structure constructed by rigid frame with long period located around it with hydraulic dampers, and applied this system to 45-story reinforced concrete building.<br>By response analysis, we confirmed as follows, reducing response deformation of main structure by connecting these structures with viscous dampers, height distribution of maximum story shear of multi-story shear wall structure was shape like stairs increasing at stories laying dampers, energy absorbed by dampers occupied about 70% for input energy of earthquake.
収録刊行物
-
- 日本建築学会技術報告集
-
日本建築学会技術報告集 14 (28), 417-422, 2008
一般社団法人 日本建築学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390282680146866048
-
- NII論文ID
- 110007070442
-
- NII書誌ID
- AN10531441
-
- ISSN
- 18818188
- 13419463
-
- NDL書誌ID
- 9677410
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- NDLサーチ
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可
