STATIC AND DYNAMIC BEHAVIOR OF LENS-TYPE SHEAR PANEL DAMPERS FOR HIGHWAY BRIDGE BEARING

• 資料種別: 文書・図像類
• タイトル: STATIC AND DYNAMIC BEHAVIOR OF LENS-TYPE SHEAR PANEL DAMPERS FOR HIGHWAY BRIDGE BEARING
• 著者・編者: TAKAKU, Tatsumasa; FENG, Chen; HARADA, Takashi; ISHIYAMA, Masayuki; YAMAZAKI, Nobuhiro; AOKI, Tetsuhiko; FUKUMOTO, Yuhshi
• 著者標目: TAKAKU, Tatsumasa; FENG, Chen; HARADA, Takashi; ISHIYAMA, Masayuki; YAMAZAKI, Nobuhiro; AOKI, Tetsuhiko; FUKUMOTO, Yuhshi
• 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: 21-28
• 本文の言語コード: eng
• 件名標目: Shear Panel Damper; Low-yield Steel; Seismic Design; Dynamic Test; Bridge Bearing
• 対象利用者: 一般
• 一般注記: This paper describes a lens-type shear panel damper newly developed for highway bridge bearing. It has the form of concave lens shape made of low-yield steel LY 100. Both low yield strength and high ductility are the major requirements for damping devices. Response by static and dynamic shear tests results in rectangular sharpe of load-displacement hysteretic loops with high quality damping. Failure at the ultimate state highly depends on the cumulative deformation capacity of panel. Damage and life cycles can be estimated by Miner's rule. The analytical estimates agree well with the test findings. Large deformation of steel with high speed strain rate generates a lot of heat leading to high temperature of 300～400 ℃ on swface. Earthquake energy is converted to both strain and heate nergies wof hich results in large energy dissipation.; identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2641
• 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