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鋼製橋脚の曲線近似復元力履歴モデルおよび実験検証

鋼製橋脚の曲線近似復元力履歴モデルおよび実験検証
Digital文書・図像類
党, 紀, 青木, 徹彦愛知工業大学耐震実験センター2013-09-20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 Centervol.5p.99-108
Other Libraries in Japan
  • Subject Headingsteel bridge seismic response hysteretic model hybrid test
  • Note (General)...sts and eleven hybrid tests using three kinds of stleel ...

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

The Cubic Curves Hysteresis Model of Steel Bridge Piers for Seismic Response Simulation
Digital文書・図像類
DANG, Ji, AOKI, Tetsuhiko愛知工業大学耐震実験センター2011-09-07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 Centervol.3p.73-86
Other Libraries in Japan
  • Subject HeadingSteel bridge pier hysteretie model hybrid test cubic curve approximation
  • Note (General)...atic tests and hybrid tests are conducted using 3types o...

Bi-directional Loading Hybrid Test of Square Section Steel Piers

Bi-directional Loading Hybrid Test of Square Section Steel Piers
Digital文書・図像類
AOKI, Tetsuhiko, DANG, Ji愛知工業大学耐震実験センター2011-09-07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 Centervol.3p.13-20
Other Libraries in Japan
  • Subject HeadingBi-directional hybrid test response behavior steel bridg...

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