Presentation Information
[CS6-10]Experimental Study on Cyclic Behavior of H Shaped Steel Slender Column Retrofitted Using CFRP
*Yu Kazami1, Kazuo Ohgaki1, Sakhir Syll1, Touya Hirata1, Yuya Hidekuma2, Syunta Sakurai2, Masafumi Hattori3, Genta Goto3, Takeshi Miyashita4, Kazuki Ikeda4 (1. Institute of Technologists, 2. Nippon Steel Chemical &Material, 3. Nippon Expressway Research Institute , 4. Nagaoka University of Technology)
Keywords:
Truss bridge,Diagonal member,seismic reinforcement,CFRP,H-shaped section,overall buckling
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