FRP (1)

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[CS6-01] Test of Alternating Loading on Rectangular Section Steel Column Reinforced with CFRP

*Kazuyoshi Ikeda¹, Takeshi Miyashita⁵, Ohgaki Kazuo², SYLL AMADOU SAKHIR², Yuya Hidekuma³, Shunta Sakurai³, Masafumi Hattori⁴, Genta Goto⁴ (1. Nagaoka University of Technology, 2. Institute of Technologists, 3. NIPPON STEEL Chemical & Material Co., Ltd., 4. Nippon Expressway Research Institute Company Limited, 5. Nagoya Institute of Technology)

Keywords:

Truss bridge,seismic reinforcement,global buckling,local buckling,Coupled buckling,carbon fiber sheet

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