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大断面RC基礎部材と寸法効果
https://fukuyama-u.repo.nii.ac.jp/records/8264
https://fukuyama-u.repo.nii.ac.jp/records/82643ee34a08-af79-4957-a8f0-1a7b9a95d58f
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005781719.pdf (1.1 MB)
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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 | 大断面RC基礎部材と寸法効果 | |||||
| タイトル | ||||||
| タイトル | Scale Effect of Large-Scaled Reinforced Concrete Foundation Members | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 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 | せん断強度 | |||||
| キーワード | ||||||
| 言語 | en | |||||
| 主題Scheme | Other | |||||
| 主題 | Reinforce 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 | Shear 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) |
寺井, 雅和
× 寺井, 雅和 |
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| 著者名よみ | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 44447 | |||||
| 姓名 | テライ, マサカズ | |||||
| 著者名(英) | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 44448 | |||||
| 姓名 | TERAI, Masakazu | |||||
| 言語 | en | |||||
| 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 | Department of Architecture, Faculty of Engineering, Fukuyama University | |||||
| 抄録(英) | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | As appeared in fracture phenomena of compression, flexural and shear failure, the scale effect is probably the most important manifestation in view of the structural safety. So, many experiments about the scale effect of RC structures have so far been carried out. However, since load devices have little capacity for testing large-scale specimens, the experiments of large dimension RC columns similar to actual load conditions have been seldom carried out. This paper presents the experimental and analytical work on elasto-plastic behavior of the full scale RC column. Moreover, it compares these experimental results with the experimental ones of the scaled model, and the scale effect on the ultimate strength of RC column is studied. Using of test data of monotonic compression strength of plane concrete, the equation for the shear strength of reinforced concrete members is proposed. As a result of calculating the ultimate strength by the existing equations, it turned out that the equation proposed in this study is in better agreement. | |||||
| 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. 85-94, 発行日 2006-12 |
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