| 作成者 |
|
|
|
|
|
|
|
|
|
| 本文言語 |
|
| 出版者 |
|
|
|
| 発行日 |
|
| 収録物名 |
|
| 巻 |
|
| 開始ページ |
|
| 終了ページ |
|
| 出版タイプ |
|
| アクセス権 |
|
| JaLC DOI |
|
| 関連DOI |
|
|
|
|
|
| 関連URI |
|
|
|
|
|
| 関連情報 |
|
|
|
|
|
| 概要 |
The SRB-DUP(Steel Reinforced Brick based on Distributed Unbond Prestress theory) structure can be used not only as the main load bearing structural member of a building, but also as a friction damper ...for controlling vibration of the building with other main structural system. In this study, high-speed horizontal loading tests were performed on the proposed connections between the SRB-DUP walls and steel frames. The horizontal load-displacement relationship of the connection between the SRB-DUP wall and steel frame was applied to static load incremental analysis and time history response analysis of a real building(Satellite Communications Laboratory, Kyushu University, Fukuoka, Japan). As a result of the experiments and analyses, the frictional damping effect of the SRB-DUP wall is high, even the case where low prestress is given to the structure at each connecting point between wall and frame.続きを見る
|
Mendeley出力
jaud013_p107