並列タイトル等Seismic Resistant Performance Test on Steel Bridge Piers with Low Yield Steel at its Base
タイトル(掲載誌)愛知工業大学研究報告. B, 専門関係論文集 = Bulletin of Aichi Institute of Technology. Part B
一般注記The steel bridge pier with low yield steel plates at its base portion is proposed. The seismic resistance performance of this new type of pier is investigated experimentally, changing the thickness of low yield steel and number of stiffeners. In some case of parameters, extremely large deformation capacity is observed in the test results, as well as high maximum load. But some test specimens show brittle fracture at the low yield steel plate due to the repeated large local buckling deformation. In order to improve the issues arisen in the low yield steel plate, the use of higher plate of low yield steel plate is recommended.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/1256
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/1256/1/%e7%b4%80%e8%a6%8140%e5%8f%b7B%28P151-157%29.pdf
連携機関・データベース国立情報学研究所 : 学術機関リポジトリデータベース(IRDB)(機関リポジトリ)