| Item type |
紀要論文 / Departmental Bulletin Paper(1) |
| 公開日 |
2007-07-02 |
| タイトル |
|
|
タイトル |
Experimental Study on Elasto-Plastic Behavior of Steel Reinforced Concrete Space Frames |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Steel reinforced concrete 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 |
maximum strength |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
deformation capacity |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
energy dissipation |
| 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
安崎, 千博
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
Elasto-plastic behavior of steel reinforced concrete (SRC) space frames subjected to constant axial thrust and repeated biaxial bending with shear is investigated experimentally, in order to establish an evaluation method for the earthquake resistance ability of SRC structures. Frame specimen consists of a column and four beams arranged in two directions, which modelizes beam-and-column subassemblage in a real building frame. Cross sections of members are made of H-steel (column : 2H-150x30x6x9, beam : H-180x50x6x9) and four main reinforcements encased in concrete. In the test, constant vertical load at the column top and constant beam loads at tips of beams in one-direction are first applied, the latter simulating the long-term load. Then, antisymmetric, alternately repeated shear loads are applied at tips of beams in the order-direction simulating the earthquake load. Experimental parameters selected are axial thrust ratio, intensity and pattern of beam loads corresponding to the long-term load, and failure modes (column-failure type and panel-failure type). The paper discusses the effect of three-dimensional loading on the maximum strength, deformation capacity, energy dissipation capacity, and failure modes, with presenting the test results. |
| 書誌情報 |
Research reports of the Faculty of Engineering, Mie University
巻 14,
p. 57-82,
発行日 1989-12-20
|
| 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 |
鉄骨鉄筋コンクリート造立体架構の弾塑性挙動に関する実験的研究 |
| 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 |
AA008163410140007.PDF (1.2 MB)
