应用再生核质点法实现了冲击过程的数值模拟。
Dynamic impact processes was analyzed and simulated with reproducing kernel particle method (RKPM).
运用单质点法进行抗震计算，主要介绍单层筒仓抗震验算简化法。
Carrying out aseismatic calculation by one-particle method, the paper mainly introduces the short cutting method of checking single layer aseismatic silo.
用NS方程作为隧道通风的数学模型，采用三次插值伪质点法求解ns方程。
NS equation was adopted as the model of tunnels ventilation, and this model was solved by Cubic Interpolated Pseudo-particle Method.
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。
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。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
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