WEKO3
アイテム
Continuous Column Effects of Coupled Shear-Flexural-Beam Models in terms of Static Stability
https://doi.org/10.14993/0002000017
https://doi.org/10.14993/0002000017e35cdd6a-2534-4ccd-80e1-7c9884144415
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
P02-07.pdf (328 KB)
|
|
| アイテムタイプ | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2023-09-18 | |||||||||||||
| タイトル | ||||||||||||||
| タイトル | Continuous Column Effects of Coupled Shear-Flexural-Beam Models in terms of Static Stability | |||||||||||||
| 言語 | en | |||||||||||||
| 言語 | ||||||||||||||
| 言語 | eng | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | continuous column effects | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | story-mechanism | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | static stability | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | stiffness matrix | |||||||||||||
| キーワード | ||||||||||||||
| 言語 | en | |||||||||||||
| 主題Scheme | Other | |||||||||||||
| 主題 | eigenvalue | |||||||||||||
| 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 | 10.14993/0002000017 | |||||||||||||
| ID登録タイプ | JaLC | |||||||||||||
| アクセス権 | ||||||||||||||
| アクセス権 | open access | |||||||||||||
| アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||||
| 著者 |
田川, 浩之
× 田川, 浩之
|
|||||||||||||
| 抄録 | ||||||||||||||
| 内容記述タイプ | Abstract | |||||||||||||
| 内容記述 | The continuous column (C.C.) effects, in which elastic columns continuous over structural height prevent story failure mechanism and mitigate the drift concentration in particular stories during earthquakes for steel, reinforced concrete and wooden frame structures. The coupled shear-flexural-beam models, which was proposed and investigated by the author, are simplified models consisting with a shear-beam and a flexural-beam that can consider the C.C. effects explicitly. In this paper, the stiffness matrices of the shear-beam, the flexural-beam and that of the coupled shear-flexural-beam model are derived and their characteristics are investigated in terms of the stability. The eigenvalue analyses are conducted for the 2- and 3-story coupled shear-flexural-beam models at the elastic stage and the assumed 1st-story mechanism is investigated quantitatively to evaluate the C.C. effects on static stability of entire structure. | |||||||||||||
| 言語 | en | |||||||||||||
| 書誌情報 |
en : Intercultural Understanding 巻 12, p. 2-7, 発行日 2023-03 |
|||||||||||||
| 出版者 | ||||||||||||||
| 出版者 | Mukogawa Women's University | |||||||||||||
| 言語 | en | |||||||||||||
| ISSN | ||||||||||||||
| 収録物識別子タイプ | EISSN | |||||||||||||
| 収録物識別子 | 2436-5513 | |||||||||||||
| 書誌レコードID | ||||||||||||||
| 収録物識別子タイプ | NCID | |||||||||||||
| 収録物識別子 | AA12535328 | |||||||||||||
