The geometric nonlinearity due to large displacement is taken into consideration through Total Lagrange approach.

另外，通过全拉格朗日方法考虑了大位移的几何非线性影响。

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In the program the large deformation are considered by using Total Lagrange described method and time discreteness with Newmark method.

程序中考虑了结构的大变形，采用全拉格朗日描述法，时间离散使用了纽马克法。

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In the program the large deformation are considered by using Total Lagrange described method and time discreteness with Newmark method.

程序中考虑了结构的大变形，采用全拉格朗日描述法，时间离散使用了纽马克法。

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