| Item type |
紀要論文 / Departmental Bulletin Paper(1) |
| 公開日 |
2007-07-02 |
| タイトル |
|
|
タイトル |
Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
CFST |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
space frame |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
three-dimensional loading |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
bi-axial bending |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
maximum strength |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
hysteretic behavior |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
energy dissipation capacity |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
failure mode |
| 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 |
川口, 淳
森野, 捷輔
安崎, 千博
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
Three-dimensional subassemblages consisting of a concrete-filled steel tubular column and four H-shaped beams are tested under a constant axial load on the column, constant beam loads in the minor direction, and alternately repeated beam shear in the major direction simulating the earthquake loading. The specimens are designed for two types of the failure mode ; shear failure of the beam-to-column connection panel, and flexural failure of the column. The paper presents the test results, and discusses the hysteretic behavior, the maximum strength, the energy dissipation capacity, and failure configuration of each specimen, comparing the test results with the results of analysis. It is concluded that the panel-failing specimens are more stable and exhibit more energy dissipation capacity compared with the column-failing sprecimens, the strength of the panel-failing specimen exceeds the calculated strength and reaches the strength corresponding to the column failure, although the connection panel yields in shear, and the specimen subjected to the bi-axial bending in the column becomes unstable due to excessive deformation of a doglegged shape in the minor direction. |
| 書誌情報 |
Research reports of the Faculty of Engineering, Mie University
巻 16,
p. 61-78,
発行日 1991-12-20
|
| 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 |
コンクリート充てん角形鋼管構造立体架構 |
| 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 |
AA008163410160009.PDF (1.0 MB)
