It is expected that the general lumped-parameter model will improve the dynamic foundation design.
计算结果表明，论文提出的一般集中参数模型有望改进基础动力响应分析。
The general lumped parameter model introduced in this paper offers more accurate results than the traditional method for dynamic stiffness matrix of foundation is frequency-dependent.
由于基础动力阻抗矩阵是外荷载激励频率的函数，采用更多参数的一般集中参数模型与数值解答吻合精度更高。
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