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15. A Short Note on Kanai's Formula
https://doi.org/10.15083/0000034227
https://doi.org/10.15083/0000034227aed2d7b5-a856-4ec5-94e2-08154af768aa
名前 / ファイル | ライセンス | アクション |
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ji0281015.pdf (60.0 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-11-30 | |||||
タイトル | ||||||
タイトル | 15. A Short Note on Kanai's Formula | |||||
言語 | en | |||||
言語 | ||||||
言語 | eng | |||||
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 | 10.15083/0000034227 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | 15. 金井式小引 | |||||
著者 |
Takahasi, Ryutaro
× Takahasi, Ryutaro |
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著者別名 | ||||||
識別子 | 82683 | |||||
識別子Scheme | WEKO | |||||
姓名 | 高橋, 龍太郞 | |||||
著者所属 | ||||||
著者所属 | Earthquake Research Institute | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 建物の振動實驗の結果から各階の柱の剛性を求める金井清氏の式の擴張としてEsIs=(12+4h+hk+hk)/3(h+k+hk)・(π2lsΣn s-s mr yr)/T2(ys-ys-1)なる式を得た.此處にk及びhは夫々柱の上及び下の節點の條伴による常數で,剛節の場合∞に,鉸節の場合0に取るべきものである.他の記號は金井式の場合と同様である. | |||||
書誌情報 |
東京大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, University of Tokyo 巻 28, 号 1-2, p. 165-166, 発行日 1950-10-20 |
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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 | AN00162258 | |||||
日本十進分類法 | ||||||
主題 | 453 | |||||
主題Scheme | NDC | |||||
出版者 | ||||||
出版者 | 東京大学地震研究所 | |||||
出版者別名 | ||||||
Earthquake Research Institute, University of Tokyo |