耐震 (2)／耐震診断

[V-76] Three-dimensional material nonlinear seismic response analysis of a 140 m railway viaduct focusing on a group of structures

*Kaoru Kobayashi¹, watanabe taitirou², tsutiya satosi³, yoneda daiki⁴, markawa kouiti⁵ (1. JR East Consuitants Company, 2. JR East Railway Company, 3. Coms engineering corporation, 4. MAEDA CORPORATION, 5. Yokohama National University)

Keywords:3D material nonlinear FEM analysis, railway viaducts, Ground structure coupled seismic response analysis