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Analysis of One-way Ribbed Plates
https://kitami-it.repo.nii.ac.jp/records/6416
https://kitami-it.repo.nii.ac.jp/records/6416aa811828-342a-4dfb-baac-e06f4935b5cd
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
8-1-12.pdf (4.8 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2007-04-09 | |||||
| タイトル | ||||||
| タイトル | Analysis of One-way Ribbed Plates | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | departmental bulletin paper | |||||
| 著者 |
NOMACHI, Sumio G
× NOMACHI, Sumio G× OHSHIMA, Toshiyuki |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The stress distributions and deflections of steel plate bridge decks with closed from longitudinial ribs which are built up with thin rectangular strip elements, and are convinient to apply folded plate theory, are disccussed. Making use of finite Fourier transform in the longitudinal direction and finite Fourier integration transform in the transverse direction, the solution of the theoretical analysis of the decks is obtained in the terms of double Fourier series. As numerical examples, the simply supported steel plate bridge decks which are subjected to partially distributed uniform tire load, are taken into account. | |||||
| 言語 | en | |||||
| 書誌情報 |
ja : 北見工業大学研究報告 巻 8, 号 1, p. 119-132, 発行日 1976-11 |
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| 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 | ||||||
| 言語 | en | |||||
| 値 | publisher | |||||
| 出版者 | ||||||
| 出版者 | 北見工業大学 | |||||
| 言語 | ja | |||||
