耐震補強(3)／耐震(1)

2:30 PM - 2:40 PM JST(5:30 AM - 5:40 AM UTC)

[V-267] Evaluation of Seismic Performance of RC Column with Plain Round Bar by 3-D Nonlinear Finite Element Analysis

*Kosuke Kuwakino¹, Chikako Fujiyama², Koichi Maekawa² (1. JR East Consultants Company, 2. Yokohama National University)

Keywords:

Plain Round Bar,3-D Nonlinear Finite Element Analysis,bond model for plain round bars