Super-Low-Cycle Fatigue Behavior of Steel Pier Beam-Column Joint and Base-Joint with Triangular Rib

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概要

• 論文の詳細を見る
• 関西大学の論文

著者

• Ono Tsuyoshi

  Graduate School Of Kansai University

• Sakano Masahiro

  Department Of Civil & Environmental Engineering

• Sakano Masahiro

  Department Of Civil Engineering University

• Kishigami Nobuhiko

  Kurimoto Co, Ltd

• Kishigami Nobuhiko

  Kurimoto Co Ltd

関連論文

• Fatigue Behaviour of 80-year-old Railway Girders
• REINFORCING A NOTCHED STEEL GIRDER END BY STEEL PLATE PRE-STRESSING
• Plastic Behaviour of a Steel Bridge Pier under Seismic Loading
• Plastic Behavior of Steel Bridge Members with Coating
• Super-Low-Cycle Fatigue Behavior of Steel Pier Beam-Column Joint and Base-Joint with Triangular Rib
• Apprication of a Neural Network System to Fatigue Life Prediction of Welded Joints
• Long Life Fatigue Test of Hanger-Piece-Type Flange Attachment Joint
• Fatigue Test of Welded Girders made of Fatigue-Proof Steel

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