掲載雑誌（和）： 日本地震工学シンポジウム論文集 Vol： 9-2巻 年： 1994年 頁： 1477-1482頁 著者（和）： 川島 一彦, 運上 茂樹, 向 秀毅 タイトル（和）： 偏心曲げモーメントを受けるRC橋脚の地震時応答特性 抄録（和）：
- キーワード（和）： - 掲載雑誌（英）： PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM 著者（英）： Kazuhiko KAWASHIMA, Shigeki UNJOH, Hidetoshi MUKAI タイトル（英）： SEISMIC RESPONSE OF REINFORCED CONCRETE BRIDGE PIERS SUBJECTED TO ECCENTRIC LOADING 抄録（英）：
Presented are the seismic response characteristics of C-shaped reinforced concrete bridge piers which are subjected to eccentric loading by the dead weight of superstructure. Shaking table test and dynamic loading tests of model piers were made to investigate the seismic response, strength and ductility characteristics. It is found that the displacement response of the piers is developed only in one direction, in which the eccentric loading is applied, resulting in large residual displacement. It is also found that the ductility of the piers significantly decreases as the eccentric loading increases. キーワード（英）： - 記事区分： - 区分 　　　委員会論文集