The Cubic Curves Hysteresis Model of Steel Bridge Piers for Seismic Response Simulation

• 資料種別: 文書・図像類
• タイトル: The Cubic Curves Hysteresis Model of Steel Bridge Piers for Seismic Response Simulation
• 著者・編者: DANG, Ji; AOKI, Tetsuhiko
• 著者標目: DANG, Ji; AOKI, Tetsuhiko
• 出版事項: 愛知工業大学耐震実験センター
• 出版年月日等: 2011-09-07
• 出版年（W3CDTF）: 2011-09-07
• タイトル（掲載誌）: 愛知工業大学耐震実験センター年次報告書＝Annual Report of the Seismic Resistance Experiment Center
• 巻号年月日等（掲載誌）: vol.3
• 掲載巻: vol.3
• 掲載ページ: 73-86
• 本文の言語コード: eng
• 件名標目: Steel bridge pier; hysteretie model; hybrid test; cubic curve approximation
• 対象利用者: 一般
• 一般注記: In this paper, a cubic type curve approximate hysteretic model for steel bridge pier is proposed. Simple equation curves are used to express restoring force-dislplacement relation of steel piers. The hysteretic rules introduved in this model are established based on the hysteretic characteristics not only observed from quasi-static tests in past, but also based on cunducted fybrid tests in thissyudy. A sesries quasi-static tests and hybrid tests are conducted using 3types of specimens and 6 accelerograms of strong ground motions. By conparing the results of tests and the simulation, it has been testified that this cubic curve type model can simulate the inelastic hysteresis behavior and earthquake response of steel piers in high precise, even in large displacement range where the piers experience local buckling near to collapss; identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2644
• オンライン閲覧公開範囲: 限定公開
• 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）; https://irdb.nii.ac.jp
• 提供元機関・データベース: 愛知工業大学 : 愛知工業大学学術情報リポジトリ