WEKO3
アイテム
短い軸組斜材を組み込んだ木造耐震改修用壁体の水平力載荷実験（その２ ）
https://it-hiroshima.repo.nii.ac.jp/records/1106
https://it-hiroshima.repo.nii.ac.jp/records/1106112959af-2102-4c18-abef-46ae9da86593
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
research54_063-072.pdf (3.3 MB)
|
|
| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2023-03-30 | |||||||||||
| タイトル | ||||||||||||
| タイトル | 短い軸組斜材を組み込んだ木造耐震改修用壁体の水平力載荷実験（その２ ） | |||||||||||
| タイトル | ||||||||||||
| タイトル | Horizontal loading tests of wooden framed walls for earthquake-resistant improvement using short diagonal members – Part 2 – | |||||||||||
| 言語 | en | |||||||||||
| 言語 | ||||||||||||
| 言語 | jpn | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | wooden frame structure | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | wall load-magnification | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | static loading test | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | failure property | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | earthquake resistant improvement | |||||||||||
| 資源タイプ | ||||||||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||
| 資源タイプ | departmental bulletin paper | |||||||||||
| 著者 |
岩井, 哲
× 岩井, 哲
× IWAI, Satoshi
|
|||||||||||
| 抄録 | ||||||||||||
| 内容記述タイプ | Abstract | |||||||||||
| 内容記述 | A horizontal loading test to the wooden framed wall using short diagonal members was carried out. The test specimens were made of three sets of crossed diagonal members, in order to use earthquake-resistant improvement of the existing houses. The diagonal members bear only compression force and are expected to perform axial ductility. Two test specimens, each having a distance between column centers of 910 mm (1P) and 1,820 mm (2P), were prepared, and the load capacities were examined for difference due to the distance. The load at the specific deformation of 1/120rad story-drift in elastic region and the ultimate load considering plastic region are comparable, consequently the wall gives good performance in earthquake resistant improvement. The wall load-magnification was 2.22 and 2.03 for the 1P and 2P specimens, respectively. The partial breakage of tie-plates at the middle crossing members led to load drop, when the story-drift angle exceeded 1/50 rad. |
|||||||||||
| 書誌情報 |
広島工業大学紀要. 研究編 巻 54, p. 63-72, 発行日 2020-02 |
|||||||||||
| 出版者 | ||||||||||||
| 出版者 | 広島工業大学 | |||||||||||
| ISSN | ||||||||||||
| 収録物識別子タイプ | ISSN | |||||||||||
| 収録物識別子 | 13469975 | |||||||||||
| 書誌レコードID | ||||||||||||
| 収録物識別子タイプ | NCID | |||||||||||
| 収録物識別子 | AA11599110 | |||||||||||
| 権利 | ||||||||||||
| 権利情報 | publisher | |||||||||||
| フォーマット | ||||||||||||
| 内容記述タイプ | Other | |||||||||||
| 内容記述 | application/pdf | |||||||||||
| 著者版フラグ | ||||||||||||
| 出版タイプ | VoR | |||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
