| Item type |
紀要論文 / Departmental Bulletin Paper(1) |
| 公開日 |
2007-07-02 |
| タイトル |
|
|
タイトル |
Analysis of Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Beam-Columns Falling in Local Buckling |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Stress degradation |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Stress-strain relation |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Moment-curvature paths |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Beam-column |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Elasto-plastic analysis |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Hysteresis loop |
| 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 |
築城, 彰良
川口, 淳
森野, 捷輔
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
Elasto-plastic and post-buckling analysis was performed to trace the cyclic behavior of concrete-filled steel tubular (CFT) beam-columns, which had been tested previously. Analytical model to solve the deflections of the beam-column was divided into a number of elements, and the solution satisfying the equilibrium at each subdivision point was searched by the proposed way of combining the degrading type moment-curvature relation with the numerical integration scheme. The effect of local buckling of steel tube was taken into account by employing the degrading type of stress-strain relation. The paper first presents how to handle the deflection analysis of a member whose moment-curvature relation possesses the descending part, which is not possible by the conventional numerical integration, and discusses the accuracy of the solution compared with the test results. |
| 書誌情報 |
Research reports of the Faculty of Engineering, Mie University
巻 23,
p. 39-50,
発行日 1998-12-25
|
| 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 |
局部座屈を考慮したコンクリート充てん鋼管柱の弾塑性挙動に関する解析的研究 |
| 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 |
AA008163410230007.PDF (913.1 kB)
