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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1113

Title: 繰り返し載荷を受けるコンクリート充填円形鋼管柱の実験的研究
Other Titles: クリカエシ サイカ オ ウケル コンクリート ジュウテン エンケイ コウカンチュウ ノ ジッケンテキ ケンキュウ
Experimental Study on Concrete-filled Steel Tubular Columns under cyclic loading
Authors: 森下, 益臣
青木, 徹彦
鈴木, 森晶
AOKI, Tetsuhiko
SUZUKI, Moriaki
Keywords: diaphragms
height of concrete
steel tube
cyclic loading
Issue Date: 31-Mar-2000
Publisher: 愛知工業大学
Abstract: The Great Hanshin Earthquake on 1995 caused several types of damage in steel tube structures. Many types of local buckling appeared in elevated steel bridge piers. In this paper, prepare 7 types of cylindrical cross sectional specimens are prepared and 3 of them have diaphragms. Quasi-static cyclic loading tests assuming seismic load were conducted to investigate the elasto-plastic behavior. It is concluded that seismic resistance performances are strongly depended on the height of filled concrete and diaphragms are required to increase strength and ductility.
URI: http://hdl.handle.net/11133/1113
Appears in Collections:35号

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