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  1. 長野工業高等専門学校紀要(ISSN 1882-9155)
  2. 第2号

Flat Panel Structureの解析と強度

https://nagano-nct.repo.nii.ac.jp/records/791
https://nagano-nct.repo.nii.ac.jp/records/791
27e03f59-8239-4bb4-8e8d-ef096fd0c96d
名前 / ファイル ライセンス アクション
nagano_nct-02-02.pdf nagano_nct-02-02.pdf (327.5 kB)
Item type Departmental Bulletin Paper(1)
公開日 2013-02-25
タイトル
タイトル Flat Panel Structureの解析と強度
言語
言語 jpn
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ departmental bulletin paper
その他(別言語等)のタイトル
その他のタイトル On the Analysis of Flat Panel Structures
著者 風間, 悦夫

× 風間, 悦夫

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風間, 悦夫

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内容記述タイプ Abstract
内容記述 Some analytical methods of flat panel structures have been already researched by H.Wagner, P.Kuhn, H.Ebner etc. There are many assumptions about structures in their methods so that the flat panel structures can be more easily analyzed. For instance, they treated the panel with shear flow theory or tension field theory. In this report, the shear flow theory is also adopted concerning the panel; that is, the panel is subjected to shear stress only. In their ways of analysis, moreover, the joints are assumed as smooth hinges and the beams are subjected to axial forces only. In actual cases, however, as the joints of the panel structures are usually rigid, the beams are subjected to both axial forces and bending moments. In the analysis of this report, not only axial forces but also bending moments are adopted. The bending stress of beams is to be calculated in accordance with this theory. At the end of the report, the truss with rigid joints, of which the diagonal members are the same weight as the panel, is analyzed and calculated. From the results of these two kinds of calculation, the comparison between the truss and the panel structure is discussed from the viewpoint of strength of structure.
書誌情報 長野工業高等専門学校紀要

巻 2, p. 1-8, 発行日 1967-12-25
出版者
出版者 長野工業高等専門学校
書誌レコードID
収録物識別子タイプ NCID
収録物識別子 AN00179170
フォーマット
内容記述タイプ Other
内容記述 application
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出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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