After the numerical solution of the integral equation, the dynamic response of the pile subject to harmonic horizontal load can be obtained.
通过数值求解所得的积分方程，得到单桩在水平简谐载荷作用下的动力响应。
The precise integration method proposed for linear-invariant dynamic system can give precise numerical results approaching to the exa ct solution at the integration points.
对线性定常结构的动力系统提出的精细积分法，能得到在数值上逼近于精确解的结果。
The dynamic response of the soil-pile system was yielded by numerical solution of the integral equation.
对积分方程的数值求解可得桩在瑞利波作用下的动力响应。
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