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FINITE ELEMENT ANALYSIS ON REINFORCED CONCRETE WALL COLUMNS ENHANCED BY TRANSVERSE CONFINING STEEL
https://doi.org/10.57375/00000381
https://doi.org/10.57375/000003815810256b-08af-409e-9aa8-663ca50c7ca2
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
KJ00005074529.pdf (391.6 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2009-03-23 | |||||
| タイトル | ||||||
| タイトル | FINITE ELEMENT ANALYSIS ON REINFORCED CONCRETE WALL COLUMNS ENHANCED BY TRANSVERSE CONFINING STEEL | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 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 | 10.57375/00000381 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
MINAMI, N.
× MINAMI, N.× NAKACHI, T. |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | In wall columns with a rectangular section, the edge area is subjected to high compressive and shear stress at flexural yielding. Reinforcing this area is considered to be effective for improving the deformation capacity of the wall columns. Previously, lateral loading tests of wall columns were conducted on edge concrete confinement. This paper analyzes those lateral loading tests using the three-dimensional nonlinear finite element method (FEM), and examines the ductility of wall columns. The results show that reinforcing the edge area improves the deformation capacity of the wall columns. | |||||
| 書誌情報 |
福井工業大学研究紀要. 第一部 号 38, p. 179-184, 発行日 2008-05-31 |
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| 出版者 | ||||||
| 出版者 | 福井工業大学 | |||||
| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 2868571 | |||||
| 書誌レコードID | ||||||
| 識別子タイプ | NCID | |||||
| 関連識別子 | TF00008840 | |||||
| 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 | |||||
