The character of jointed rocks is simulated by non-linear FEM analysis.
通过非线性有限元数值分析，完成了节理岩体力学特性的模拟。
Finally, temperature load caused by large fire was applied as node load to the lattice shell structure and non-linear FEM analysis was performed.
最后，将得到的升温情况分荷载步施加到大跨度网壳结构上，进行结构的非线性有限元分析。
Work behavior of composite foundation of cemented soil pile is studied by 3D non-linear FEM analysis applying post-peak softening model of cemented soil.
考虑水泥土峰值后软化性能对水泥土桩复合地基性能进行了三维非线性有限元分析。
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