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  1. 131 地震研究所
  2. 東京大学地震研究所彙報
  3. 21
  4. 2
  1. 0 資料タイプ別
  2. 30 紀要・部局刊行物
  3. 東京大学地震研究所彙報
  4. 21
  5. 2

10. 木造家屋振動に於ける柄の影響

https://doi.org/10.15083/0000034348
https://doi.org/10.15083/0000034348
90256250-2397-4ac6-ac16-9839160a38a7
名前 / ファイル ライセンス アクション
ji0212006.pdf ji0212006.pdf (554.4 kB)
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

WEKO 133486

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
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
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