FRP(2)

[12AM2-Qe-06] Experimental study on AFRP reinforcement of thin-walled box-section short columns subjected to bending and axial force

*Ryoki Nakagawa¹, Touya Hirata¹, Kazuo Ohgaki¹, Isamu Niamul¹, Yuya Hidekuma², Syunta Sakurai², Takeshi Miyashita³ (1. INSTITUTE of TECHNOLOGISTS, 2. Nippon Steel Chemical & Material Co., Ltd, 3. Nagoya Institute of Technology)

Keywords:

truss bridge,lower chord member,interaction strength,AFRP,Seismic reinforcement