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鉄道軌條の波状屈曲
https://doi.org/10.15083/0000032362
https://doi.org/10.15083/0000032362b587ed45-8507-4efc-8faf-d252c27d4c7d
名前 / ファイル | ライセンス | アクション |
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jib0030012.pdf (563.3 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-03-17 | |||||
タイトル | ||||||
タイトル | 鉄道軌條の波状屈曲 | |||||
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 | 10.15083/0000032362 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | On the Sinuous Buckling of Rails | |||||
著者 |
高橋, 龍太郎
× 高橋, 龍太郎 |
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著者別名 | ||||||
識別子 | 123506 | |||||
識別子Scheme | WEKO | |||||
姓名 | Takahasi, Ryutaro | |||||
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 | Buckling of rails, which often accompanies a strong earthquake, is usually due to subsidence of the ground or to destruction of the embankments on which the rails lie. Buckling due to these causes is usually gentle, i.e., of large radius of curvature, and occur both in horizontal and vertical directions. There is however another sort of bucklings in which no change of any kind can be discerned in the ground, although the rails are bent sharply into more or less complicated sinuous form. | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 昭和10年台湾中部地震に関する論文及報告 第1編 論文 | |||||
書誌情報 |
地震研究所彙報別冊 巻 3, p. 148-154, 発行日 1936-03-28 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 09150862 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00312667 | |||||
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 | 51.1 | |||||
主題Scheme | NDC | |||||
出版者 | ||||||
出版者 | 東京帝國大学地震研究所 | |||||
出版者別名 | ||||||
Earthquake Research Institute, Tokyo Imperial University |