1) yarn end curve
曲线函数
2) function curve
函数曲线
1.
There is not the command of drawing function curve in AutoCAD.
针对A u toCAD使用过程中没有函数曲线绘制命令的问题,给出了在A u toCAD中绘制函数曲线的两种方法,对于A u toCAD的使用及二次开发具有一定的参考价值。
2.
Selecting Visual Basic language as the developing tool, this paper takes common sine signal waves as an example to discuss the dynamic making of function curves.
选用VisualBasic语言为开发工具 ,以常用的正弦信号波形为例探讨CAI课件中函数曲线动态制
3.
This article introduces with samples the principles and methods in applying Authorware software to make function curve.
该文通过实例介绍了如何利用该软件制作数学课件中函数曲线的原理及方法。
3) J functional curves
"J"函数曲线
4) Hyperbolic Function
双曲线函数
1.
The load-settlement relationship of skin friction q of every part of squeezed branch and corresponding settlement s of plate pile is presupposed as hyperbolic function,the necessary parameters are obtained based on the measured data,and compared with q-s relationship of measured every part.
假定支盘桩直桩段的桩侧摩阻力和含有分支或承力盘桩段的等效侧摩阻力q与相应桩土相对位移s的关系可用双曲线函数表示,根据实测数据采用最小二乘法求出所需系数,并用所得的双曲线与实测各分段的q-s关系进行对比。
2.
According to the data statistics of max transformation aside of pit to time, the paper established 3 typical hyperbolic function of displacement to time (depth).
根据实测软土基坑坑侧最大位移与时间关系资料,经统计分析建立了3种有代表性的位移与时间(挖深)的双曲线函数。
3.
According to analysis of the behavior of sand surrounding pile tips,a hyperbolic function is presented considering the compressibility of soil around pile tip which establishes certain relation between end bearing capacity and penetration at pile base.
对桩端周围土体的性状进行了分析,引入考虑桩端土体压缩特性双曲线函数,将桩端阻力的发挥同桩的刺入变形联系起来。
5) convex functional curves
凸函数曲线
1.
A searching algorithm for the minimal value of convex functional curves and its applications in optimization;
一个凸函数曲线极值初始区间的搜索算法及其在优化中的应用
6) graphs polygon abscissa
函数曲线图
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条