FRP (1)

[CS6-06] Axial Compression Loading Test of Rectangular Section Short Columns Reinforced with CFRP for Seismic Retrofitting of Steel Truss Bridges

*Kazuyoshi Ikeda¹, Takeshi Miyashita¹, Masashi Hattori², Genta Goto², Kazuo Ohgaki³, Pham Ngoc Vinh³, Hidekuma Yuya⁴, Syunta Sakurai⁴ (1. Nagaoka University of Technology, 2. Nippon Expressway Research Institute Company Limited, 3. Institute of Technologists, 4. NIPPON STEEL Chemical & Material Co., Ltd.)

Keywords:Truss bridge, members under constant tension, seismic reinforcement, local buckling, carbon fiber sheets