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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

斜角格子げたの荷重分配性状

https://kitami-it.repo.nii.ac.jp/records/6232
51c66b0d-f606-424f-bdb9-c7260ae0844f
名前 / ファイル ライセンス アクション
2-4-1.pdf 2-4-1.pdf (2.9 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 斜角格子げたの荷重分配性状
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 Charactristics of Load-Distribution of the Skew Plane-Framed Structure
著者 菅原, 登

× 菅原, 登

WEKO 31840

菅原, 登

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著者別名
識別子
識別子 31841
識別子Scheme WEKO
姓名
姓名 Noboru, SUGAWARA
抄録
内容記述タイプ Abstract
内容記述 The author already reported on an analysis of a skew plane-framed structure in consideration of the torsional rigidity of its main beams, and of the structure with right grillage system. In this paper, an observation, based on this analysis, is made of the charactristics of the load-distribution in accordance with the variabilities of the shape and the sectional property of the structure ; that is, variation of the skew angle θ, variation of the ratio l/a of the span length to the spacing of the main beams, variation of the ratio λ/a of the J_Q/J of the moment of inertia of the cross beam to that of the main beam. The results are as follows : (1) The structure of any extreme shape is anadvantage in respect of stress when designing a bridge. (2) The value of the bending moment when θ>60°is approximately the sarne as in the case of a right bridge, but the point of the maximum bending moment shifts considerably from the midspan when θ<60°. (3) The crossbeams must be arranged each at a proper distance. (4) When the shape is extreme in structure the cross beams must be arranged at the corner. (5) The most economical sectional property is J_Q/J ≒0.2.
書誌情報 北見工業大学研究報告

巻 2, 号 4, p. 499-506, 発行日 1969-12
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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