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ガラス繊維強化プラスチックを用いた木材接合部の 強度性能と木造耐震壁への補強効果
https://it-hiroshima.repo.nii.ac.jp/records/1071
https://it-hiroshima.repo.nii.ac.jp/records/1071ff73548e-97e5-48e2-b874-752cea99ad7c
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
research53_067-074.pdf (2.1 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 | ガラス繊維強化プラスチックを用いた木材接合部の 強度性能と木造耐震壁への補強効果 | |||||||||||
| タイトル | ||||||||||||
| タイトル | Load-carrying capacity of timber joints using Glass-Fiber Reinforced Plastics and evaluation to strengthen timber earthquake-resisting walls | |||||||||||
| 言語 | en | |||||||||||
| 言語 | ||||||||||||
| 言語 | jpn | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | Glass-Fiber Reinforced Plastics | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | timber frame | |||||||||||
| 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 wooden frame walls including with three sets of crossed diagonal timber members under earthquake, in order to use earthquake-resistant improvement of the existing wooden houses. The diagonal members like braces bear only axially compressive force and are expected to perform ductility. For reinforcement of tensile force, Glass Fiber Reinforced Plastics (GFRP) is used to resist in the structural frame. Two sets of experiments were conducted to investigate the strength of a glass fiber anchor for fixing a glass fiber sheet. One is column-to-beam connection test and the other is wooden frame wall test. For connection, 12 specimens were tested parametrically to check strength and variations due to construction work. For wall test, the stable load-carrying capacity is confirmed with wall magnification factor (wall proof strength) exceeding 4.0. | |||||||||||
| 書誌情報 |
広島工業大学紀要. 研究編 巻 53, p. 67-74, 発行日 2019-02 |
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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 | |||||||||||
| 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 | |||||||||||
