The explicit finite element method, with more than usual different kinds of boundary conditions.
显式有限元法，增加了多种类型的边界条件。
The finite element method, instead of the usual Arch-Beam Load Distribution method, is applied to the structural analysis in the shape optimization of arch-dam.
采用有限元方法，而不是通常的拱梁负荷分配方法，适用于坝拱的形状优化的结构分析。
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