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アイテム
10. 木造家屋振動に於ける柄の影響
https://doi.org/10.15083/0000034348
https://doi.org/10.15083/000003434890256250-2397-4ac6-ac16-9839160a38a7
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
ji0212006.pdf (554.4 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2008-06-06 | |||||
| タイトル | ||||||
| タイトル | 10. 木造家屋振動に於ける柄の影響 | |||||
| 言語 | ja | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | departmental bulletin paper | |||||
| ID登録 | ||||||
| ID登録 | 10.15083/0000034348 | |||||
| ID登録タイプ | JaLC | |||||
| その他のタイトル | ||||||
| その他のタイトル | 10. The Effect of the Tenons(Hozo) on the Vibrations in a Japanese Style Building | |||||
| 著者 |
金井, 淸
× 金井, 淸 |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 133487 | |||||
| 姓名 | Kanai, Kiyoshi | |||||
| 著者所属 | ||||||
| 著者所属 | 地震研究所 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The problem of the vibrations of a framed structure due to seismic waves has already been studied theoretically by many authors. But in their treatments, it is mainly to assumed that the fixing between the horizontal members and the vertical members of a structure are either in perfectly clamped condition or in perfectly hinged one. The actual conditions in question of a framed structure, especially of a Japanese-style building, are indeed generally so complex that the treatment of the problem rigorously is difficult. In the present case, the idea as to the condition of fixing is such an intermediate one that the bending moment of the column at the joint is proportional to the inclination at the same joint. Furthermore, we investigated mathematically relatively simple cases, namely, the case in which the upper end of a column is free and the lower end is in the condition shown in the above idea, and the case, in which a single-storied and mono-spanned structure with upper joints perfectly fixed and lower joints in the condition shown in the idea just given. On the other hand, we have also conducted experiments with a model having tenon connection(hozo). This tenon connection is a part causing serious damages to a Japanese wooden building. Comparing the experimental results with the mathematical calculations, it was found that both results fairly agree in vibration modes as well as in natural vibration periods. | |||||
| 書誌情報 |
東京帝國大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, Tokyo Imperial University 巻 21, 号 2, p. 307-316, 発行日 1944-03-15 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 00408972 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00029699 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 453 | |||||
| 出版者 | ||||||
| 出版者 | 東京帝国大学地震研究所 | |||||
| 出版者別名 | ||||||
| Earthquake Research Institute, Tokyo Imperial University | ||||||
