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Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls
https://doi.org/10.57375/00000078
https://doi.org/10.57375/00000078c0e46d3c-1b40-4e5c-af3f-ed4b732b8dd9
名前 / ファイル | ライセンス | アクション |
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2013-07-17 | |||||
タイトル | ||||||
タイトル | Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | horizontal tied rebar | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | cotter | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Reinforced concrete | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | core wall | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | precast, | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.57375/00000078 | |||||
ID登録タイプ | JaLC | |||||
著者 |
Nakachi, Tadaharu
× Nakachi, Tadaharu |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Multistory core walls installed in high-rise reinforced concrete buildings effectively reduce seismic vibration. On the other hand, precast core walls are considered effective for construction because they can be built more quickly than cast-in-place core walls. In this study, lateral loading tests were conducted on precast wall columns simulating the corner and the area near the corner of the L-shaped precast core wall. The specimen consisted of four square-section precast columns. The vertical joints between the precast columns were grouted with high-strength mortar. Each precast column had cotters at the vertical joint. Based on the results of the lateral loading tests, the seismic performance of wall columns was clarified. | |||||
書誌情報 |
福井工業大学研究紀要 号 43, p. 191-201, 発行日 2013-07-17 |
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出版者 | ||||||
出版者 | 福井工業大学 | |||||
書誌レコードID | ||||||
識別子タイプ | NCID | |||||
関連識別子 | TF00008537 | |||||
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 |