主催: 日本学術会議 「機械工学委員会,土木工学・建築学委員会合同IUTAM分科会」
共催: 応用物理学会, 化学工学会, 自動車技術会, 地盤工学会, 土木学会, 日本応用数理学会, 日本風工学会, 日本機械学会, 日本気象学会, 日本計算工学会, 日本計算数理工学会, 日本建築学会, 日本原子力学会, 日本航空宇宙学会, 日本混相流学会, 日本地震工学会, 日本数学会, 日本船舶海洋工学会, 日本伝熱学会, 日本物理学会, 日本流体力学会, 農業農村工学会
In order to understand the response of strong motion at the ground landfill in Tokyo Bay area, we conducted a seismic response analysis of a wide area. The area is a reclaimed land in Tokyo Bay, and it was modeled by three-dimensional FEM over 100m depth 8km north-south east-west 10km. Alluvium was expressed by the non-linear model. In the results of the displacement distribution and acceleration distribution, we found that there is a strong correlation with the alluvium base contour and buried valley.