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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2693

Title: 載荷履歴の異なるニ方向曲げ力を受ける鋼繊維補強コンクリート柱の変形性状に関する研究
Other Titles: サイカ リレキ ノ コトナル ニホウコウマゲ オ ウケル コウセンイ ホキョウ コンクリートチュウ ノ ヘンケイ セイジョウ ニカンスル ケンキュウ
A study on the deformation properties of SFRC column subjected to different types of bi-axial cyclic loadings
Authors: 鈴木, 森晶
水野, 英二
SUZUKI, Moriaki
MIZUNO, Eiji
Keywords: SFRC column
bi-axial cyclic loading test
re-bar
buclding properties
loading hysteresis
deformation properties
energy absorption capacity
鋼繊維補強鉄筋コンクリート柱
二方向繰り返し載荷
軸方向筋
座屈特性
載荷履歴
変形特性
エネルギー吸収性能
Issue Date: 20-Sep-2013
Publisher: 愛知工業大学耐震実験センター
Abstract: In this paper,the bi-axial cyclic loading tests of RC and SFRC columns under the different loading histories have been performed The influence of loading-path on the deformational performance,such as the flexural strength and ductility of RC and SFRC columns,and on the buckling behavior of re-bar has been examined in details in the post-peak loading area. Furthermore,the energy absorption capacities have been discussed in relation to the buckling behavior of re-bar and the deterioration of core concrete during cyclic loading. It has been found that SFC may be effective to make the plastic hinged zone of column more ductile,particularly for the column with rough intrval of hoop tie,i.e. ,the interval of 120 mm in the present study.
URI: http://hdl.handle.net/11133/2693
Appears in Collections:2.研究論文

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