耐震 (2)／耐震診断

[V-75] Influence of reinforcement of columns and middle height beam members on the aseismic performance of the entire viaduct

*Takahiro Maruyama¹, Shinnichi Tatsuki¹ (1. East Japan Railway Company)

Keywords:aseismic reinforcement, push over analysis , deformation performance, damaging process, static nonlinear analysis