橋梁の耐震

[CS10-25] 3D Finite Element Model of Soil - Substructure System of Large Kirihata Bridge suffered in the 2016 Kumamoto Earthquake

〇Gaku Shoji¹, Utsunomiya Hiroharu², Ohsumi Michio³ (1.University of Tsukuba, 2.JFE, 3.PWRI)

Keywords:Kumamoto Earthquake, Long-Period Pulse Wave, Large Kirihata Bridge, 3D Finite Element Model