地中構造物・その他構造物の耐震

2:40 PM - 2:50 PM JST(5:40 AM - 5:50 AM UTC)

[CS10-152] Analytical study on seismic response of RC circular shaft with liquefaction in dense ground

*Tsuguhiro Shimabata¹, Tatsumasa Watanabe¹, Toyofumi Matsuo², Shingo Horimi³, Shinsuke Shimamura⁴ (1. Tokyo Electric Power Services CO.,Ltd., 2. Central Research Institute of Electric Power Industry, 3. Tohoku Electric Power Co., Inc., 4. Denryoku Computing Center, Ltd.)

Keywords:

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

Login required to view

Login is required to view some content.

Log in