橋梁の耐震 (2)

[CS10-61] Verification of seismic response analysis by different modeling methods of seismically reinforced single-column steel piers

*Kennichi KENICHI Tomi¹, Fukutarou UMEBAYASHI², Masayoshi FUJITA³, Takahiro YOKOTA⁴, Hitoshi TAJIMA⁵, Takurou MATSUBARA⁶, Gaku SHOJI⁷ (1. CHODAI CO., LTD., 2. ORIENTAL CONSULTANTS Co.,Ltd., 3. JIP Techno Science Corporation., 4. Pacific Consultants Co., LTD., 5. IHI Infrastructure Systems Co.,Ltd., 6. Metropolitan Expressway Company Limited., 7. University of Tsukuba)

Keywords:steel pier, seismically reinforce, fiber model, material nonlinearity, geometric nonlinear