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

Material type: 文書・図像類

Author: 党, 紀ほか

Publisher: 愛知工業大学耐震実験センター

Publication date: 2010-12-24

Material Format: Digital

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Note (General)：: In this paper，bi -directional loading hybrid tests are carried out to examine the response behavior of square shaped steel bridge piers under the pres...

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Material Type: 文書・図像類
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
Author/Editor: 党, 紀
中村, 太郎
青木, 徹彦
鈴木, 森晶
Author Heading: 党, 紀
中村, 太郎
青木, 徹彦
鈴木, 森晶
Publication, Distribution, etc.: 愛知工業大学耐震実験センター
Publication Date: 2010-12-24
Publication Date (W3CDTF): 2010-12-24
Alternative Title: 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
Periodical title: 愛知工業大学耐震実験センター年次報告書＝Annual Report of the Seismic Resistance Experiment Center
No. or year of volume/issue: vol.2
Volume: vol.2
Pages: 13-26
Text Language Code: jpn
Subject Heading: 鋼製橋脚
ハイブリッド実験
2方向地震動
応答特性
Target Audience: 一般
Note (General): 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.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2618
Access Restrictions: 限定公開
Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）
https://irdb.nii.ac.jp
Original Data Provider (Database): 愛知工業大学 : 愛知工業大学学術情報リポジトリ