Dynamic impact processes was analyzed and simulated with reproducing kernel particle method (RKPM).
应用再生核质点法实现了冲击过程的数值模拟。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
针对土质边坡的稳定性问题，提出了利用无网格法中的再生核质点法（RKPM）进行弹塑性分析的方法。
In addition, comparison of time-consuming between the classic RKPM and the improved RKPM demonstrates that the present method can improve the efficiency of DSA markedly.
同时通过对通常的RKPM和改进的RKPM计算耗时的比较，显示了该方法不仅有效，而且可以显著地提高计算效率。
In addition, comparison of time-consuming between the classic RKPM and the improved RKPM demonstrates that the present method can improve the efficiency of DSA markedly.
同时通过对通常的RKPM和改进的RKPM计算耗时的比较，显示了该方法不仅有效，而且可以显著地提高计算效率。
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