水平2方向地震力を受けるコンクリート充填正方形断面鋼製橋脚の耐震性能に関する実験的研究

Material type: 文書・図像類

Author: 渡邊, 剛士ほか

Publisher: 愛知工業大学

Publication date: 2011-03-31

Material Format: Digital

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Note (General)：: In this study, uni-directional loading and bi-directional loading hybrid tests were conducted for concrete filled square sectional steel bridge piers....

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Material Type: 文書・図像類
Title: 水平2方向地震力を受けるコンクリート充填正方形断面鋼製橋脚の耐震性能に関する実験的研究
Author/Editor: 渡邊, 剛士
青木, 徹彦
党, 紀
Author Heading: 渡邊, 剛士
青木, 徹彦
党, 紀
Publication, Distribution, etc.: 愛知工業大学
Publication Date: 2011-03-31
Publication Date (W3CDTF): 2011-03-31
Alternative Title: スイヘイ　２　ホウコウ　ジシンリョク　ヲ　ウケル　コンクリート　ジュウテン　セイホウケイ　ダンメン　コウセイ　キョウキャク　ノ　タイシン　セイノウ　ニ　カンスル　ジッケンテキ　ケンキュウ
Experimental Study for the Seismic Performance of Concrete Filled Square Section Steel Bridge Piers underbid-Literal Ground Motion Excitation
Periodical title: 愛知工業大学研究報告 = Bulletin of Aichi Institute of Technology
No. or year of volume/issue: 46
Volume: 46
Pages: 187-195
ISSN (Periodical Title): ISSN : 1883-3217
Text Language Code: jpn
Target Audience: 一般
Note (General): In this study, uni-directional loading and bi-directional loading hybrid tests were conducted for concrete filled square sectional steel bridge piers. By comparing the seismic response of piers loaded uni-and bi-directionally, it was found that the restoring force of piers under realistic bi-literal excitation, was lower than the predicted based on uni-direction loading. The response displacement due to the bi-lateral loading tests, was larger than the uni-directioal loading results. Also from comparing the hybrid test result with unfilled type piers, it is clarified that the concrete filled steel piers have better seismic performance under both uni-directional and bi-directional ground motion excitation.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/1486
Access Restrictions: 限定公開
Periodical Title (NCID): AA12337561
https://ci.nii.ac.jp/ncid/AA12337561
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