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水平つなぎ筋を有する軸力の低いRC造プレキャストコア壁の構造性能
https://fut.repo.nii.ac.jp/records/2348
https://fut.repo.nii.ac.jp/records/23481a140282-4aea-4961-a124-548ff433b0d1
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
016-022.pdf (5.7 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2021-03-19 | |||||
| タイトル | ||||||
| タイトル | 水平つなぎ筋を有する軸力の低いRC造プレキャストコア壁の構造性能 | |||||
| タイトル | ||||||
| タイトル | Structural Performance of Precast Reinforced Concrete Core Wall with Horizontal Tied Rebars under Action of Low Axial Load | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Reinforced Concrete, Core Wall, Precast, Horizontal Tied Rebar, Cotter, Axial Load | |||||
| 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 | |||||
| 著者 |
仲地, 唯治
× 仲地, 唯治× Tadaharu, Nakachi |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Precast core walls are effective for construction in the core wall system in high-rise buildings, because they can be built more quickly than cast-in-place core walls. In this study, a lateral loading test was conducted on a wall column simulating the corner and the area near the corner of an L-shaped core wall with small shear span ratio. The wall column was divided into precast columns, and horizontal tied rebars were concentrated at the second floor level and the mid height level of the first story. Based on the results of lateral loading tests, the structural performance of the wall column with a small quantity of horizontal tied rebars and small shear span ratio under the action of low axial load was clarified. | |||||
| 書誌情報 |
福井工業大学研究紀要 号 50, p. 16-22, 発行日 2020-10-30 |
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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 | TF10133398 | |||||
| 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 | |||||
