In addition, several dimensionless parameters figuring the displacement feature of the system are deduced, and their effects on the displacements are studied.
此外，推导了表征该种结构系统变位特性的几个无量纲参数，研究了这几个参数对结构变位特性的影响。
A parametric study of the effect of these governing dimensionless parameters is conducted to illustrate the behavior of soil-pile interaction. Some new conclusions are drawn.
利用所得解对桩的振动特性进行了无量纲参数分析，得到了许多新的结论。
A parametric study of the effect of these governing dimensionless parameters is conducted to illustrate the behavior of soil-pile interaction. Some new conclusions are drawn.
利用所得解对桩的振动特性进行了无量纲参数分析，得到了许多新的结论。
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