橋梁の耐震 (5)

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[CS10-33] An Experimental Study on Load Carrying Capacity and Ductility of Slender 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 Ono⁴ (1. Waseda University Graduate School, 2. IHI Infrastructure Systems Co., Ltd., 3. Aichi Institute of Technology, 4. Waseda University)

Keywords:

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

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