水平２方向荷重を受けるコンクリート充填円形断面鋼製橋脚の耐震性能に関する研究

Material type: 文書・図像類

Author: 木下, 光ほか

Publisher: 愛知工業大学

Publication date: 2013-03-31

Material Format: Digital

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Note (General)：: To investigate the seismic performance of partially concrete-filled steel bridge piers under actual earthquake excitations, cyclic static loading test...

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Material Type: 文書・図像類
Title: 水平２方向荷重を受けるコンクリート充填円形断面鋼製橋脚の耐震性能に関する研究
Author/Editor: 木下, 光
袁, 輝輝
青木, 徹彦
Author Heading: 木下, 光
袁, 輝輝
青木, 徹彦
Publication, Distribution, etc.: 愛知工業大学
Publication Date: 2013-03-31
Publication Date (W3CDTF): 2013-03-31
Alternative Title: スイヘイ 2ホウコウカジュウオウケルコンクリートジュウテンエン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ケンキュウ
A Study on Seismic Performance of Partially Concrete Filled Circular Steel Bridge Piers under Bi-Directional Loading
Periodical title: 愛知工業大学研究報告 = Bulletin of Aichi Institute of Technology
No. or year of volume/issue: 48
Volume: 48
Pages: 279-286
ISSN (Periodical Title): ISSN : 1883-3217
Text Language Code: jpn
Target Audience: 一般
Note (General): To investigate the seismic performance of partially concrete-filled steel bridge piers under actual earthquake excitations, cyclic static loading tests, single-and bi- directional hybrid loading tests were conducted using total 12 test specimens with circular cross-section. The height of the filled concrete is up to the 25% and 50% of the pier height. The earthquake acceleration data recorded on the medium ground in 1995 Kobe Earthquake were used in the hybrid tests. From the experimental results it was observed that the strength and ductility of the steel columns with concrete filled decreased considerably under bi-directional hybrid loading in comparison with those under single-directional hybrid loading. The filled-in concrete was effective in improving the seismic behavior of steel bridge piers, especially for case of sufficient length of concrete filled.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2138
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