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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
https://it-hiroshima.repo.nii.ac.jp/records/1013
https://it-hiroshima.repo.nii.ac.jp/records/10136f779b84-2306-4110-9389-7fe680164fb2
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
research51_033-040.pdf (7.0 MB)
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| 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 | |||||||||||
| タイトル | ||||||||||||
| タイトル | Horizontal loading tests of wooden framed walls for earthquake-resistant improvement using short diagonal members | |||||||||||
| 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 Amount Multiplier | |||||||||||
| 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
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| 抄録 | ||||||||||||
| 内容記述タイプ | Abstract | |||||||||||
| 内容記述 | This study aims to investigate load-deformation capacity of the walls including with three sets of crossed diagonal timber members under earthquake, in order to use earthquake-resistant improvement of the existing wooden houses. Two types of three braced wall specimens installed wooden frames, totally six specimens, were tested under repeated static loading horizontally, simulated earthquake load, in relative story-drift from 1/450 rad to 1/10 rad. The diagonal members like braces bear only compression force and are expected to perform axial ductility. It shows that relatively high earthquake resistance of the wall magnification (load carrying capacity), from 2.7 to 4.5, is obtained. The load at the specific deformation of 1/120rad story-drift in elastic region and the ultimate load capacity based on the structure properties coefficient Ds are comparable, consequently the wall gives the good balance in both elastic and plastic regions. | |||||||||||
| 書誌情報 |
広島工業大学紀要. 研究編 巻 51, p. 33-40, 発行日 2017-02 |
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| 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 | |||||||||||
| 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 | |||||||||||
