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  1. 060 工学部
  2. 0602 紀要
  3. 06021 信州大学工学部紀要
  4. Vol. 13

非対称曲げをうけるラーメンの一解法

http://hdl.handle.net/10091/2872
http://hdl.handle.net/10091/2872
e69bccd1-d137-45c2-b2ee-4c6dba5e9e1f
名前 / ファイル ライセンス アクション
Engineering13-04.pdf Engineering13-04.pdf (1.1 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2009-03-30
タイトル
言語 ja
タイトル 非対称曲げをうけるラーメンの一解法
タイトル
言語 en
タイトル Analysis of Rigid Frames Subjected to Unsymmetrical Bending
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
著者 草間, 孝志

× 草間, 孝志

WEKO 39984

ja 草間, 孝志

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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 13: 91-116 (1962)
書誌情報 信州大学工学部紀要

巻 13, p. 91-116, 発行日 1962-08-01
抄録
内容記述タイプ Abstract
内容記述 In practice, the rigid frames which have the members of unsymmetrical cross sections are occasionally constructed. In such cases, it is neccessary to consider the outside displacements to the frame plane together with displacements in the frame plane. But their stresses are conventionally calculated in neglecting the effects of these outside displacements in the practical design. Then the writer fears that this conventional method of analysis is to lead errorneous results. The writer has tried to analyse these frames exactly by taking the deflections of the members in all directions into consideration. The fundamental formulas are referred to the slope-deflection formulas, and the method of analysis is shown by giving illustrative examples. It has especially been noticed that the magnitude of product of inertia of cross section is the most effective factor.
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
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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