座屈・耐荷力（柱 (2)）

11:00 AM - 11:10 AM JST(2:00 AM - 2:10 AM UTC)

[I-226] Incremental iterative elasto-plastic analysis of circular steel bridge pier using bridge high performance steel

*Meisei Nagaoka¹, Masato Komuro¹, Hiroshi Tamura², Yasuhiro Miyazaki³, Kenta Tanaka⁴ (1. Muroran Institute of technology, 2. Yokohama National University, 3. Daido University, 4. Chodai Corporation Limited)

Keywords:

SBHS500,steel piers,incremental iterative elastoplastic analysis

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