| Item type |
紀要論文 / Departmental Bulletin Paper(1) |
| 公開日 |
2007-07-02 |
| タイトル |
|
|
タイトル |
Approximate Method of Elastic Buckling Strength Analysis for Irregular Frames |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Buckling strength |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Multi-story frames |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Irregular frames |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Approximate method |
| 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 |
| 著者 |
森野, 捷輔
川口, 淳
鈴木, 博子
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
An approximate method is proposed to evaluate the elastic bucking strength of a multi-story multi-bay rectangular frame with irregular arrangements of beam and column stiffnesses and column axial force distribution, combining two methods separately developed by Sakamoto and Wood for single -story multi-bay frames and multi-story single-bay frames, respectively. Sample calculations were made including a 14-story 8-bay frame designed in the real practice, and 6-story 2-bay frames in which one column was extremely slender or subjected to excessive axial force. It is shown that the proposed method gives very good estimates to the buckling strength although the estimates are conservative or unconservative, with no clear tendency. |
| 書誌情報 |
Research reports of the Faculty of Engineering, Mie University
巻 18,
p. 59-72,
発行日 1993-12-21
|
| ISSN |
|
|
収録物識別子タイプ |
PISSN |
|
収録物識別子 |
0385-6208 |
| 書誌レコードID |
|
|
収録物識別子タイプ |
NCID |
|
収録物識別子 |
AA00816341 |
| 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 |
|
|
出版タイプ |
VoR |
|
出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| その他のタイトル |
|
|
言語 |
ja |
|
値 |
不均等骨組の弾性座屈荷重略算法 |
| 出版者 |
|
|
出版者 |
Faculty of Engineering, Mie University |
| 資源タイプ（三重大） |
|
|
値 |
Departmental Bulletin Paper / 紀要論文 |
AA008163410180010.PDF (997.1 kB)
