The reproducing kernel particle method with complex variables is developed in this paper.
在重构核粒子法的基础上，提出了复变量重构核粒子法。
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。
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。
应用推荐