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  1. 40 大学院工学研究科・工学部
  2. 40C 紀要
  3. Research reports of the Faculty of Engineering, Mie University
  4. 14 (1989)

Experimental Study on Elasto-Plastic Behavior of Steel Reinforced Concrete Space Frames

http://hdl.handle.net/10076/3956
http://hdl.handle.net/10076/3956
f0c32022-fdc8-480d-bd35-060c8ba548b2
名前 / ファイル ライセンス アクション
AA008163410140007.PDF AA008163410140007.PDF (1.2 MB)
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
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 Morino, Shosuke

× Morino, Shosuke

WEKO 10384

Morino, Shosuke

Search repository
Kawaguchi, Jun

× Kawaguchi, Jun

WEKO 10385

Kawaguchi, Jun

Search repository
Yasuzaki, Chihiro

× Yasuzaki, Chihiro

WEKO 10386

Yasuzaki, Chihiro

Search repository
著者別名 森野, 捷輔

× 森野, 捷輔

WEKO 10387

森野, 捷輔

Search repository
川口, 淳

× 川口, 淳

WEKO 10388

川口, 淳

Search repository
安崎, 千博

× 安崎, 千博

WEKO 10389

安崎, 千博

Search repository
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 ISSN
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
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)
Departmental Bulletin Paper / 紀要論文
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