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[CS6-03] Tensile Loading Tests for Seismic retrofitting of Truss Diagonal members of with CFRP Sheets

*Yuya Hidekuma¹, Kazuo Ohgaki², Masashi Hattori³, Ryouta Takahara³, Miyashita Takeshi⁴, PHAM NGOC VINH², Syunta Sakurai¹ (1. NIPPON STEEL Chemical & Material, 2. Institute of Technologists, 3. Nippon Expressway Research Institute, 4. Nagaoka University of Technology)

Keywords:Steel bridge, Truss diagonal, Seismic retrofitting, CFRP, Bonding