橋梁の耐震(2)

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[CS10-13] Evaluation for shear capacity of arch ribs in an existing RC arch bridge

*Ryuta Fujimoto¹, Tsutomu Yoshioka¹, Tatsukuni Takeda¹, Hikaru Morikawa², Nobuhisa Matsumoto² (1. Dia Nippon Engineering Consultants Co., Ltd., 2. East Nippon Expressway Co., Ltd.)

Keywords:

RC arch bridge,Seismic reinforcement,Shear capacity,Nonlinear finite element analysis

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