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乾式吹付け工法と炭素繊維グリットを併用した既存RC柱の耐震補強の可能性について
https://fukuyama-u.repo.nii.ac.jp/records/8213
https://fukuyama-u.repo.nii.ac.jp/records/821332bbc7e3-f6a3-416f-95e3-1cb1bd252ebc
名前 / ファイル | ライセンス | アクション |
---|---|---|
KJ00005781628.pdf (1.4 MB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2005-12-01 | |||||
タイトル | ||||||
タイトル | 乾式吹付け工法と炭素繊維グリットを併用した既存RC柱の耐震補強の可能性について | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Seismic Strengthening of Existent RC Column with Polymer Cement Mortar and Carbon Fiber Grid Reinforcement | |||||
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 | 乾式吹付け | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 炭素繊維 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | RC柱 | |||||
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 | Drying Spray System | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Carbon Fiber | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | RC Column | |||||
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 | 44133 | |||||
姓名 | ミヤウチ, カツユキ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 44134 | |||||
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 | Cyclic loading test was performed for existent RC column strengthened with polymer cement mortar by drying spray system and carbon fiber grid reinforcement. It was cleared that the proposed method was very applicable for seismic strengthening of existent RC column. It was found that a necessary amount of carbon fiber grid reinforcement for the seismic strengthening was at least 0.15 %, and least thickness of the polymer cement mortar was about 30 mm. | |||||
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 29, p. 59-66, 発行日 2005-12 |