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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2618

Title: 正方形断面鋼製橋脚の水平2方向載荷ハイブリッド実験
Other Titles: セイホウケイ ダンメン コウセイキョウキャク ノ スイヘイ 2ホウコウ サイカ ハイブリッド ジッケン
Bi-directional Loading Hybrid Test of Square Section Steel Piers
Authors: 党, 紀
中村, 太郎
青木, 徹彦
鈴木, 森晶
AOKI, Tetsuhiko
SUZUKI, Moriaki
Keywords: 鋼製橋脚
Issue Date: 24-Dec-2010
Publisher: 愛知工業大学耐震実験センター
Abstract: In this paper,bi -directional loading hybrid tests are carried out to examine the response behavior of square shaped steel bridge piers under the prescript ground accelerations in the Design Specification of the Road Bridge. Each of these ground motions has 2 horizontal components. Both unilateral and bilateral excitations are imposed to 2.4m high steel pier models with a 450mm x 450mm section. It is found from the experiments that the bilateral excitation deteriorates the lateral force of the piers compares to unilateral excitation.
URI: http://hdl.handle.net/11133/2618
Appears in Collections:2.研究論文

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