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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2129

Title: 二軸載荷下のRC柱における軸方向筋の座屈抑制手法に関する実験的研究
Other Titles: ニジク サイカカ ノ RCチュウ ニオケル ジク ホウコウ キン ノ ザクツ ヨクセイ シュホウ ニカンスル ジッケンテキ ケンキュウ
An Experimental Study on the buckling suppression technique for rebar of the RC pillar under biaxial loading
Authors: 水野, 憲司
鈴木, 森晶
水野, 英二
MIZUNO, Kenji
SUZUKI, Moriaki
MIZUNO, Eiji
Issue Date: 31-Mar-2013
Publisher: 愛知工業大学
Abstract: In the present paper, the bi-axial cyclic loading tests of four types of RC pillar under the two type of loading histories have been performed. Four types of RC pillar are respectively RC pillar SFRC column and RC pillar with the intermediate reinforcements. The flexural strength and ductility of four types of RC pillar have been examined in details in the post-peak loading area. Furthermore, the energy absorption capacities, the buckling behavior of re-bar have been discussed during cyclic loading. It has been found that the use of intermediate reinforcements and SFC may be effective to make the plastic hinged zone of column more ductile, particularly for the column with wide interval of hoop tie, i.e., the interval of 120 mm in the present study.
URI: http://hdl.handle.net/11133/2129
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