座屈・耐荷力(柱・その他)

[I-214] An Experimental Study on Load Carrying Capacity and Ductility of Hybrid Steel Bridge Piers Using Ultra-High Strength Steel as Vertical Stiffeners

*Yuhi Takayama¹, Atsushi Tsuji¹, Natsumi Takeshima², Seiji Okada², Moriaki Suzuki³, Yoshiyuki Shimaguchi³, Ryosuke Yamazaki¹, kiyoshi Ono¹ (1. Waseda University, 2. IHI Infrastructure Systems Co., Ltd., 3. Aichi Institute of Technology)

Keywords:Hybrid Steel Bridge Piers, SBHS, Ultra-High Strength Steel, Load Carrying Capacity, Ductility