並列タイトル等Experimental Study on the Seismic Resistance Performance of Steel Bridge Piers Subjected to Bi-directional Horizontal Loads
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Since Great Kobe earthquake in 1995, the seismic design of infra-structures in Japan was revised greatly in many items. But as far as the bridge piers concerned, the design concept by the conventional single directional seismic force has remained, not taking into account the actual bi-directional horizontal seismic forces. In this study, the strength and ductility of steel bridge piers subjected to bi-directional horizontal forces are investigated experimentally, which afford the basic information to establish the rational design rules. As the first stage of this research, actual seismic responce is idealized into several simple histeretic loading patterns, such as linear, circle, oval, radial, square and octagon types. The different seismic performances are obtained according to these loading patterns.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/1254
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/1254/1/%e7%b4%80%e8%a6%8140%e5%8f%b7B%28P121-129%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)