地中構造物の耐震 (1)

[CS10-77] Three-dimensional material nonlinear seismic response analysis of RC shaft in dense ground liquefied

*Tsuguhiro Shimabata¹, Tatsumasa Watanabe¹, Toyofumi Matsuo², Hiroyuki Kumada³, Shinsuke Shimamura⁴ (1. Tokyo Electric Power Services, 2. Central Research Institute of Electric Power Industry, 3. Tohoku Electric Power, 4. Denryoku Computing Center)

Keywords:three-dimensional material nonlinear analysis, analysis with soil-structure interaction, liquefaction, dense ground