The elastic layeredhalf-space soil model is established in the cylindrical coordinates.
建立了柱面坐标系下分层弹性半空间地基土模型。
2
This article elaborated elastic-wave equations, inferred heterogeneous layeredhalf-space and space-Rayleigh wave equation.
阐述了弹性波波动方程、匀质半空间和成层半空间的瑞利波方程;
3
Applying indirect boundary element method, the influence of Underground Inclusions in layeredHalf-space on the near earthquake ground motions is investigated in this paper.