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等価単純ばりを用いた連続ばりの横倒れ座屈解析
https://doi.org/10.24517/00011690
https://doi.org/10.24517/00011690b4dc1a72-9e50-448f-a52a-08738621b626
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00044309-16-1-45-53.pdf (244.4 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 等価単純ばりを用いた連続ばりの横倒れ座屈解析 | |||||
| タイトル | ||||||
| タイトル | Lateral Buckling Analysis of Continuous Beams by an Equivalent Simple Beam Approcch | |||||
| 言語 | en | |||||
| 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 | |||||
| ID登録 | ||||||
| ID登録 | 10.24517/00011690 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
吉田, 博
× 吉田, 博× 桝谷, 浩 |
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| 著者別表示 |
Yoshida, Hiroshi
× Yoshida, Hiroshi× Masuya, Hiroshi |
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| 書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 16, 号 1, p. 45-53, 発行日 1983-03-30 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0022-832X | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00044309 | |||||
| 出版者 | ||||||
| 出版者 | 金沢大学工学部 = Faculty of Technology Kanazawa University | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | A large number of studies have been done on the lateral buckling strength of simple beams. However, the general characteristic of lateral buckling of continuous beams or continuous beams supported in the lateral direction is not yet clear because the analysis is complicated. In this study, a beam element between the restraint points against lateral displacement and rotation is isolated from a continuous beam or a continuous beam supported in the lateral direction, so that this isolated beam is restrained from adjacent members on the slope of lateral displacement and the rate of rotation angle. This restraint beam by elastic springs replaced the adjacent members, this is the equivalent simple. beam may be used in this paper. By means of the equivalent simple beam, an approximate analysis is presented to evaluate the lateral buckling strength'.)f continuous beams or continuous beams supported in the lateral direction. The following results are obtained in this study : (1) the elastic buckling strength of continuous beams can be easily calculated with satisfactory accuracy ; and (2) the equivalent simple beam approach may be applicable to the inelastic buckling strength analysis of continuous beams. |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| 関連URI | ||||||
| 識別子タイプ | URI | |||||
| 関連識別子 | http://ci.nii.ac.jp/naid/40000512638/ | |||||
