Presentation Information
[CS6-09]Experimental Study on Cyclic Loading Behavior of H-haped Slender Steel Column Retrofitted Using CFRP Molded Material
*Masato Hirota1, Kazuo Ohgaki1, Sakhir Syll1, Touya Hirata1, Yuya Hidekuma2, Syunta Sakurai2, Masafumi Hattori3, Genta Goto3, Takeshi Miyashita4 (1. Institute of Technologists, 2. Nippon Steel Chemical &Material, 3. Nippon Expressway Research Institute , 4. Nagaoka University of Technology)
Keywords:
Truss bridge,diagonal members,seismic reinforcement,CFRP,H-shaped section,overall buckling
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