Original spline collocation methods collocate at the nodes by cubic spline functions, but the precision isn't good.
最初样条配置法是利用三次样条函数并在自然节点上进行配置，但精度不够高。
In this paper, we introduce a method to use cubic spline functions to solve problems of making decisions with insufficient data.
本文将利用三次样条插值，介绍如何解决不足教据下的决策问题。
With the cubic B spline functions treated as displacement functions, a new method is introduced into. The result is compared with one of the finite element method.
应用样条有限点法，以三次B 样条函数为位移试函数，导出了拱结构非线性内力分析的新方法。
The method based on the cubic B-spline function, beam vibration function (or trigonometric functions) and variation principle.
这个方法是建立在三次样条函数、梁振动函数(或三角函数)及变分原理基础上。
The method based on the cubic B-spline function, beam vibration function (or trigonometric functions) and variation principle.
这个方法是建立在三次样条函数、梁振动函数(或三角函数)及变分原理基础上。
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