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立体ラーメンの一数値解法
http://hdl.handle.net/10091/2866
c66e02f1-341d-4653-a53e-4ef7487c8bfd
名前 / ファイル | ライセンス | アクション | |
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2009-03-30 | |||||
タイトル | ||||||
タイトル | 立体ラーメンの一数値解法 | |||||
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 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | A NUMERICAL ANALYSIS OF RIGID FRAMES IN SPACE | |||||
著者 |
吉田, 俊彌
× 吉田, 俊彌 |
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出版者 | ||||||
出版者 | 信州大学工学部 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 信州大学工学部紀要 5: 151-161 (1955) | |||||
書誌情報 |
信州大学工学部紀要 巻 5, p. 151-161, 発行日 1955-11-30 |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Usually, the stresses in rigid frames in space are analyzed on the respective constituent plane systems independently, therefore the torsional resistances of members intersecting to the plane systems under consideration are neglected. But, it is perceived that there are several cases in which some effects of torsional moments may not be neglected. In these cases the structures must be analyzed under their actual states, i. e. three-dimensionally. But, in general, it is so troublesome to analyze the structures three-dimensionally that such analyses are disliked by many engineers. In this paper, it is shown that a numerical analysis derived from the fundamental conceptions of the moment distribution method is a convenient tool to analyze rigid frames in space three-dimensionally. | |||||
資源タイプ(コンテンツの種類) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0037-3818 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00121228 |