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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.2

主げたのねじり剛性を考慮した斜角格子げたの解析と電算による影響面の計算

https://kitami-it.repo.nii.ac.jp/records/6208
https://kitami-it.repo.nii.ac.jp/records/6208
129a4c2e-d2e7-4868-87af-c9243a9f6ba3
名前 / ファイル ライセンス アクション
2-2-9.pdf 2-2-9.pdf (5.6 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2007-04-09
タイトル
タイトル 主げたのねじり剛性を考慮した斜角格子げたの解析と電算による影響面の計算
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
その他のタイトル
その他のタイトル Analysis of the Skew Plane-Framed Structure (Kreuzwerk) Considering Torsional Rigidity of its Main Beams and Calculation of Influence Lines by a Digital Computer
著者 菅原, 登

× 菅原, 登

WEKO 31776

菅原, 登

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著者別名
識別子 31777
識別子Scheme WEKO
姓名 Noboru, SUGAWARA
抄録
内容記述タイプ Abstract
内容記述 As for the structure of bridges in these days, there is some tendency to use the plane-framed structures considering the torsional rigidity of their main beams with thinwall of a box section. However, there arise some cases of designing a skew plane-framed structure to be suitable for the conditions of the erection site. Formerly H. Homberg obtained ingeniously the solutions of the plane-framed structures using the group-load (Lastgruppen) method. In this study, this group-load method is applied to the analysis of a skew plane-framed structure considering the torsional rigidity of its main beams, and the influence lines of the bending moments as well as the torsional ones are obtained by a digital computer. The results are as follows : (1) This analysis indicates considerably smaller values of the bending moments than hose without the torsional rigidity. (2) The position of the maximum bending moment is not always at the midspan of main beams. It is affected by the skew angle, the panel length, the spacing of main beams, and other factors.
書誌情報 北見工業大学研究報告

巻 2, 号 2, p. 237-252, 発行日 1968-03
フォーマット
内容記述タイプ Other
内容記述 application/pdf
著者版フラグ
値 publisher
出版者
出版者 北見工業大学
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