An optimum algorithm is proposed to solve the geometrically nonlinear problem for a simply-supported beam with large deformation.
提出一种求解几何非线性问题的优化算法，并研究了简支梁的几何非线性大变形问题。
In this paper the author puts forward an optimum algorithm, which can be used to distinguish whether functional dependencies are kept.
论述了一种优化的保持函数依赖集的判断算法。
An optimum algorithm is proposed to solve the geometrically nonlinear problem of large deformation of a cantilever under pressure on free end.
提出一种解决几何非线性问题的优化算法，研究了悬臂压杆的几何非线性大变形问题。
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