地盤の動的挙動(3)

[III-314] Response Acceleration and Sliding Residual Displacement in Seismic Performance Evaluation of Road Embankment

〇Tadakazu Miyoshi¹, Tsutomu Takyu² (1.West Nippon Expressway Engineering Kansai, 2.West Nippon Expressway Company)

Keywords:Road embankment, Newmark sliding block method, Equivalent linear method, Sliding residual displacement, Response acceleration