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RC部材のせん断強度の寸法効果に関する一研究
https://fukuyama-u.repo.nii.ac.jp/records/8174
https://fukuyama-u.repo.nii.ac.jp/records/8174b8b915c7-698f-47b6-a88b-eb811b22a08a
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781570.pdf (722.4 kB)
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| Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2004-12-01 | |||||
| タイトル | ||||||
| タイトル | RC部材のせん断強度の寸法効果に関する一研究 | |||||
| タイトル | ||||||
| タイトル | Study on Scale Effect of Shear Stress of Reinforced Concrete Members | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | せん断強度 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 鉄筋コンクリート | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 寸法効果 | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | 終局強度 | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Shear Strength | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Reinforced Concrete | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Scale Effect | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Ultimate Strength | |||||
| 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) |
前川, 晴郁
× 前川, 晴郁× 寺井, 雅和× 南, 宏一 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43871 | |||||
| 姓名 | マエガワ, ハルカ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43872 | |||||
| 姓名 | テライ, マサカズ | |||||
| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43873 | |||||
| 姓名 | ミナミ, コウイチ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43874 | |||||
| 姓名 | MAEGAWA, Haruka | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43875 | |||||
| 姓名 | TERAI, Masakazu | |||||
| 言語 | en | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 43876 | |||||
| 姓名 | MINAMI, Koichi | |||||
| 言語 | en | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学大学院建築学専攻 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(日) | ||||||
| 値 | 福山大学工学部建築学科 | |||||
| 著者所属(英) | ||||||
| 言語 | en | |||||
| 値 | Fukuyama University | |||||
| 著者所属(英) | ||||||
| 言語 | en | |||||
| 値 | Department of Architecture, Faculty of Engineering, Fukuyama University | |||||
| 著者所属(英) | ||||||
| 言語 | en | |||||
| 値 | Department of Architecture, Faculty of Engineering, Fukuyama University | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | In architecture and engineering works, there are differences of the concept of the reduced factor to the shearing. Then, in this paper, the size effect of architecture and engineering works is examined based on the study in the past. In addition, the examination policy in the future for the establishments of a common shear design method in architecture and engineering works is described. Three expressions of Terai and Minami expression, the Civil Engineering academy expression, and Ono and Arakawa expression were used to know the difference of the experiment value and the theory value. The relation between the shear strength and the section size of each experiment series was shown, reduced factor ku concerning the size effect of Ono and Arakawa expression was substituted for the Civil Engineering academy expression βd, and the relation was examined. As a result, the Civil Engineering academy expression has adaptability with the experiment value, and It was able to be confirmed that the examination was necessary about Ono, Arakawa expression, and Terai, Minami expression. The decrease in shearing unit stress will be forecast to the section of about 3000mm in the future. Therefore, it is necessary that the correction of the reduced factor etc. of Ono and Arakawa expression is considered of the influence of the size effect. | |||||
| 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 28, p. 93-99, 発行日 2004-12 |
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