| Item type |
紀要論文 / Departmental Bulletin Paper(1) |
| 公開日 |
2007-07-02 |
| タイトル |
|
|
タイトル |
Elastic Buckling Strength of Semirigid Frames |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
semirigid frame |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
elastic buckling |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
elastic springs |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
approximate solution |
| 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 |
佐脇, 由日里
森野, 捷輔
川口, 淳
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
The behavior of semirigid frames has been extensively investigated, and several methods has been proposed for the evaluation of effective buckling length of framed columns, which require rather tedious calculation in the case of the connection with highly nonlinear characteristics. This paper proposes an approximate method to evaluate the effective length of columns involved in a frame of which connections can be assumed to behave linearly. The proposed method first replaces a given frame with elastic linear springs at beam ends by an equivalent rigid frame, and the effective column length of the former is approximated by that of the latter, which may be obtained from a conventional alignment chart. Good accuracy has been observed from the results of the numerical analysis of sample frames. |
| 書誌情報 |
Research reports of the Faculty of Engineering, Mie University
巻 27,
p. 23-36,
発行日 2002-12-20
|
| 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 |
半剛接骨組の弾性座屈荷重 |
| 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 |
AA008163410270005.PDF (954.5 kB)
