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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1082

Title: コンクリートを充填した円形鋼管柱の繰り返し弾塑性挙動に関する実験的研究
Other Titles: コンクリート オ ジュウテンシタ エンケイ コウカンチュウ ノ クリカエシ ダンソセイ キョドウ ニカンスル ジッケンテキ ケンキュウ
Experimental Study on the Cyclic Elasto-plastic Behavior of Concrete-filled Steel Tubular Columns
Authors: 森下, 益臣
鈴木, 森晶
青木, 徹彦
SUZUKI, Moriaki
AOKI, Tetsuhiko
Issue Date: 31-Mar-1999
Publisher: 愛知工業大学
Abstract: A lot of steel bridge piers are accepted instead of reinforced concrete bridge piers at city highway recently. The Great Hanshin Earthquake on 1995 caused several types of damage in steel structures. Many types of local buckling appeared in elevated steel bridge piers. In this paper, prepare 5 pipes sectioned specimens. Quasi-static cyclic loading tests assuming seismic force were conducted to investigate the elasto-plastic behavior. It is concluded that diaphragms are required to increase strength and ductility piers.
URI: http://hdl.handle.net/11133/1082
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