WEKO3
アイテム
On the Structural Analysis of the Langered Plate
https://kitami-it.repo.nii.ac.jp/records/6383
https://kitami-it.repo.nii.ac.jp/records/63835a5c2185-8210-47c1-813a-70c03b61bd62
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
7-1-15.pdf (3.2 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 | On the Structural Analysis of the Langered Plate | |||||
| 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× TAKAHASHI, Yoshihiro |
|||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The stress distributions and deflections of the composite structure which is built up with a deck plate and two spandrel arches stiffening the plate at the edges， are discussed. In dividing the deck plate into long strips，and recomposing the structure so as to apply Finite Fourier Integration Transform，the authors obtained the solutions in simple forms， which is feasible to take the boundary conditions of the plate into account. As the numerical examples， the structure which has two opposite edges simply supported and the other two edges rested on the stiffening frame works，and is subjected to uniform load， are computed. | |||||
| 言語 | en | |||||
| 書誌情報 |
ja : 北見工業大学研究報告 巻 7, 号 1, p. 153-161, 発行日 1975-11 |
|||||
| 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 | |||||
