耐震補強(3)／耐震(1)

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

[V-268] The three-dimensional damage analysis of underground circular shafts embedded in bedrock

*Momoko Saito¹, Hideki Nagai¹, Shingo Horimi², Kazuhide Yamaguchi³ (1. Obayashi Corporation, 2. Tohoku Electric Power Co., Inc., 3. Central Research Institute of Electric Power Industry)

Keywords:

embedded in bedrock,liquefaction,circular shaft,two-dimensional effective stress analysis,three-dimensional material nonlinear analysis