橋梁の耐震 (2)

[CS10-43] Validation of seismic response analyses based on the difference in modeling method of steel single pier

*Kenichi Tomi¹, Fukutarou Umebayashi², Masayoshi Fujita³, Takahiro Yokota¹, Hitoshi Tajima⁴, Takurou Matsubara⁵, Gaku Shoji⁶ (1. PACIFIC CONSULTANTS CO., LTD, 2. Oriental Consultants Co., LTD, 3. JIP Techno Science Co., LTD, 4. IHI Infrastructure Systems Co., Ltd, 5. Metropolitan Expressway Company Limited, 6. University of Tsukuba)

Keywords:steel pier, seismic performance evaliation, fiber based model, nonlinear material, nonlinear geometric