接合 (1)

[I-161] Effect of rigidity of longitudinal stiffeners on loading capacity and ductility of beam-to-column connections of rigid flame piers made of SBHS500

*Yuji Shinozaki¹, Takuya Maruyama¹, Dai Daimon², Seiji Okada⁴, Yunin Takagi³, Kiyoshi Ono¹ (1. Waseda University, 2. NAGOYA EXPRESSWAY, 3. The Japan Iron and Steel Federation, 4. IHI Infrastructure Systems)

Keywords:SBHS500, beam-to-column connections, rigicity, loading capacity, ductility