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乾式吹付けとの併用による耐震補強方法における炭素繊維グリットの有効率について
https://fukuyama-u.repo.nii.ac.jp/records/8262
https://fukuyama-u.repo.nii.ac.jp/records/826291a130b1-4630-4383-915f-902f2eca0b2c
名前 / ファイル | ライセンス | アクション |
---|---|---|
KJ00005781677.pdf (954.0 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2006-12-01 | |||||
タイトル | ||||||
タイトル | 乾式吹付けとの併用による耐震補強方法における炭素繊維グリットの有効率について | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Effectiveness of Carbon Fiber Grid Reinforcement for Seismic Strengthening of Existing RC Members | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 耐震補強 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 補強 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 炭素繊維グリッド | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 乾式吹付け | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Seismic Strengthening | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Strengthening | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Carbon Fiber Grid | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Drying Spray System | |||||
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 | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
著者名(日) |
宮内, 克之
× 宮内, 克之 |
|||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44432 | |||||
姓名 | ミヤウチ, カツユキ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44433 | |||||
姓名 | MIYAUCHI, Katsuyuki | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学工学部建設環境工学科 | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Shear failure test was performed for RC beams strengthened with carbon fiber grid reinforcement and polymer cement mortar by drying spray system. Based on the test results, effectiveness of carbon fiber grid reinforcement for the proposed strengthening method was evaluated quantitatively from the points of both shear carrying capacity and the strain of the carbon fiber grid. It was cleared that the proposed method was very applicable for seismic strengthening of existing RC members. It was found that coefficient of effectiveness of carbon fiber grid reinforcement for the proposed seismic strengthening was at least 70%. | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 30, p. 69-76, 発行日 2006-12 |