2) Frame Curves
结构曲线
1.
Face Location Based on Feature Inertia Surface and an Adaptive Grid of Frame Curves;
基于特征惯性平面和结构曲线自适应网格的人脸定位方法
3) curvilinear structure
曲线结构
1.
The costume has developed from loose model of linear structure to solid model of curvilinear structure, and then both linear and curvilinear structures are formed and developing parallel.
服装从直线结构宽松造型发展为曲线结构立体造型,继而形成直线结构和曲线结构两种造型的并列发展,这种服装的空间变革创造了新的时尚形象。
4) curve deformation
曲线变形
1.
In this paper,a simple and effective curve deformation method based on subdivision is presented for discrete curves.
本文以轴曲线的变形切入,从曲线的离散表示出发,基于细分技术,给出了一种简单有效的曲线变形方法,基于能量最小建立优化模型,保证了变形曲线的光顺性。
5) deformation curve
变形曲线
1.
After monitoring surface displacement of some representative landslides in Xiangxi River,the monitoring data show that Bazimen and Baijiabao landslides deformation curves are sidestep shape,and Gengjiaping s is pulsatile.
对香溪河段典型滑坡进行了长期地表位移监测,获得八字门滑坡和白家包滑坡的变形曲线为台阶状,耿家坪滑坡的变形曲线为脉动形。
6) structural deformation
结构变形
1.
However,the stress sensitivity of reservoir rocks caused by structural deformation is quite strong,which can not only reduce the production rate of reservoir,.
储层岩石存在本体变形和结构变形2种变形方式。
2.
For the sake of researching the influence of structural deformation on large-scaled 6-dimensioned force sensor,the measurement error model of Stewart platform 6-dimensioned force sensor under the condition of considering the deformation of the whole structure was established by dint of posture solution based on spiral theory and affecting coefficients method.
为了研究结构变形对大型六维力传感器精度的影响,基于螺旋理论及影响系数方法,并借助位姿解建立了考虑结构整体变形条件下Stewart平台六维力传感器测量误差模型,推导出并联六维力传感器测量的I,II类误差表达式,分析了在不同外载下,六维力传感器Ⅰ,Ⅱ类误差,总结了结构变形和平台自重对传感器测量精度的影响规律,为具有普通球形铰链大型Stewart平台六维力传感器标定方案的选择和精度的改善提供了理论基础。
3.
It is to calculate the structural deformations of the different curve radiuses under the constant loading action by the parameter variation process.
采用结构有限元计算方法,以一座斜交弯梁桥为工程背景,利用大型通用软件ANSYS,建立斜交弯梁桥模型,采用参数变异法,计算在恒载作用下不同曲线半径的结构变形情况。
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