FRP (1)

[CS6-03] Experimental Study on Seismic Retrofitting Method Using CFRP Sheets for Rectangular Section Lower Chord Member of Steel Truss Bridge

*GAUCHAN RIJAN¹, Kazuo Ohgaki¹, VINH PHAM NGOC¹, Masashi Hattori³, Genta Goto³, Yuya Hidekuma², Syunta Sakurai², Takeshi Miyashita⁴ (1. INSTITUTE of TECHNOLOGISTS, 2. Nippon Steel Chemical &Material, 3. Nippon Expressway Research Institute , 4. Nagaoka University of Technology)

Keywords:Truss bridge, Lower chord member, Seismic reinforcement, CFRP, Rectangular cross section, Local buckling