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双语推荐:椭球拟合

目的采用椭球面角膜前表面面型研究中国人角膜的实际面型参数。方法实验研究。选取40例(80眼)屈光手术前检查患者,用Levenberg.Marquardt方法对测量得到的角膜高度数据进行拟合,然后再通过坐标变换,得出角膜的参数。另外,采用t检验比较了球面拟合、旋转对称非球面拟和以及双二次曲面拟合下的角膜面型参数。结果采用椭球拟合,8mm直径范围的均方根值低达(2.14±0.56)μm;拟合的稳定性好,标准偏差只有0.56μm;而其他拟合方式均远低于以上的拟合精度。椭球拟合时,角膜前表面曲率半径的平均值为(7.67±0.23)mm,相应的屈光度为(49.02±1.44)D;角膜前表面的非球面系数(Q值)的平均值为-0.33_+0.09;其他拟合方式下得到的曲率半径均比椭球面拟和的大(P〈O.01),而角膜前表面Q值的绝对值小于椭球面拟和下的Q值(P〈0.01)。结论角膜的实际屈光度较目前的公认值48D大,而角膜的实际面型也更为扁长。
Objective To study the parameters of the anterior corneal surface in Chinese eyes based on the collection of raw elevation data of the surface using the ellipsoid fitting method.Methods Eighty eyes were included in this experimental study.The Levenbery-Marquardt method was used to fit the elevation data.The parameters of the anterior corneal surface were obtained by coordinate transformation and rotation processing.Spherical fitting,conic fitting and biconic fitting were also used to obtain the parameters of the anterior corneal surface for t test comparisons.Results The root mean square fitting error with ellipsoid fitting was as low as 2.14±0.56 μm for an 8 mm fitting diameter,and the standard deviation was only 0.56 μm,showing good reliability.However,the fitting error and fitting reliability for other fitting methods were inferior to ellipsoid fitting.For ellipsoid fitting,the radius of the anterior corneal surface was 7.67±0.23 mm,and the corresponding refractive pow

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以杂萘联苯聚芳醚腈为研究对象,分别采用多种良溶剂和不良溶剂进行浊度滴定实验,由KY(Kumar and Yildirim)一阶算法对其产生的25个浊点数据进行最小体积闭包椭球拟合,从而确定椭球球心为三维溶解度参数(δd=17.50(MPa)1/2;δp=11.19(MPa)1/2;δH=10.96(MPa)1/2),椭球包围的区域为聚合物的溶解区域。采用THF作为鉴别溶剂,判定该拟合结果精确可靠。三维溶解度参数方法操作简便,计算简单、选用溶剂少,对聚合物溶剂的选择具有重要的指导意义。
The turbidimetric titration method in several good and poor solvents was used to calculate the three -dimensional solubility parameters of PPEN.The 25 cloud point data were mapped to three -dimensional space to search for a minimum volume ellipsoid for enclosing the sampling data using the KY ( Kumar and Yildirim ) algorithm.This optimized result of the ellipsoid center can be looked on as the three -dimensional solubility parameters of PPEN δd =17.50(MPa)1/2,δp =11.19(MPa)1/2, andδH =10.96(MPa)1/2.The result was tested by using THF solvent , showed to be accurate.The method was applicable to most kinds of polymers and had important directive significance to solve the problem in selection of polymer good solvents.

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GPS技术已经非常成熟,但是GPS高程属于大地高系统,而我国实际水准数据采用的是正常高系统。导致GPS高程不能直接运用,降低了GPS数据的利用效率。本文应用区域椭球的定位定向拟合方法,通过对椭球的定向进行调整,以消除椭球面相对于投影面的倾斜异常,并应用软件实现该转换。经在某工程应用中对比,得出区域椭球法具有可观的应用前景。
GPS technology has been very mature ,but GPS elevation belongs to the Geodetic height system ,and our actual level of data is in normal system .GPS height can not be directly led to the use of GPS ,which the efficiency of GPS data .This paper applicate area location and orientation ellipsoid fitting method ,by the ellipsoid orientation to eliminate the ellipsoid surface with respect to the projection plane tilt anomalies ,and application software to achieve this conversion .After a comparison in a project ,draw Regional ellipsoid method has considerable potential applications .

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鸵鸟足底曲面形貌是影响鸵鸟足优越越沙性能的关键因素之一,研究鸵鸟足底曲面特征将有助于将其这一优越特性应用到越沙车轮上,以改善目前常规越沙车轮在松软地面上通过性低的难题。该文选取健康成年鸵鸟足,经过三维激光扫描仪扫描得到鸵鸟足的点云数据,并导入Geomagic Studio软件中进行封装、表面处理,最后把鸵鸟足第Ⅲ趾底曲面划分为3个典型区域:前掌缓曲面、中间凹槽面和足跟凸冠面。利用Catia软件中的Digitized Shape Editor模块,对3个典型曲面的密集点云选取合理的过滤方式过滤,保留典型曲面形貌的特征点,并导出3个典型区域特征点云三维数据。运用Matlab软件中的surface fitting自动拟合功能,拟合前掌缓曲面和中间凹槽面的2个曲面,分别得到2个曲面的拟合方程和决定系数R2;基于足跟凸冠面外形类似于一个典型椭球面,利用SAS软件中非线性回归模块以椭球面模型进行曲面拟合。从拟合结果可以看出,3个曲面的决定系数R2分别为0.95、0.96、0.95,实现了鸵鸟足底曲面由生物模型到数学模型的转化。该研究为将鸵鸟足底曲面形貌进行工程仿生学应用奠定了理论基础,并为利用工程仿生学技术研究松软路面行驶车辆提供研究方向和参考依据。
African ostrich (Struthio camelus) is the fastest long-distance runner with two feet in the desert. Plantar surface morphology of ostrich foot is one of the key effect factors on the superior travelling performance of ostrich didactyl foot on sand. The research of the ostrich plantar surface characteristics, will help to apply the superior characteristics to the wheels which travell on the soft grounds, and will help to improve the passing ability of current conventional sand wheel on soft grounds. Ostrich didactyl foot has two toes, the third toe and the fourth toe. During ostrich walking or running in the desert, the third toe supports the heavy weight and provides locomotor propulsion, while the fourth toe maintains balance as an outrigger. Therefore, the mathematical model of the third toe plantar surface of ostrich foot was studied. The ostrich foot of an adult male ostrich was gained from Changchun Lushengyuan mountain villa, Jilin Province, P.R. China. The geometric po

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构造离散时滞切换系统的不变集,提出基于N步不变集的切换控制器设计方法,估计执行器饱和非线性的吸引域范围。首先,考虑时滞的影响,选取依赖于时滞的Lyapunov函数,构造时滞切换系统的不变集,并将其表达为若干个椭球集的凸组合,椭球集的个数与时滞常数相关。其次,在系统的前N个采样时刻,分别施加不同的饱和约束,求解得到一组椭球集,椭球集的个数与常数N相关,而每一步计算得到的椭球集均为时滞切换系统的不变集。再将N个不变集用一组凸包系数拟合,即可获取较大的吸引域估计。最后,在满足平均驻留时间约束的条件下设计切换律,并设计状态反馈控制器,保证闭环系统渐近稳定。控制器的求解转化为线性矩阵不等式的可行性问题。仿真结果验证了所提方法的可行性和有效性。
This paper deals with saturated control of a class of discrete-time linear switched systems with time delay. The switched controller design method is developed by using Nth-step invariant set and average dwell time approach. First, as time delay is considered, the Lyapunov function is chosen as delay-dependent. The invariant set of the switched systems with time delay is expressed as a convex combination of a set of ellipsoids, the number of which depends on a time delay constant. Second, some saturation constraints are given to obtain a set of ellipsoids at the first N sampling time, the number of which depends on N. The estimate of the domain of the attraction could be enlarged by assembling such ellipsoids with a convex combination. Finally, a state feedback controller and a permissible switching law, subject to the given average dwell time, can be obtained by solving a set of linear matrix inequalities. The feasibility and effectiveness of the proposed method are verified

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目前,似大地水准面精化是解决大地高与正常高之间转换的最有效途径;但其转换模型属于机密数据,不能在外业测绘生产中用其进行实时转换。本文针对长沙地区高程异常的变化特点,采用分块插值拟合算法对其进行插值拟合,并编写成高程转换模块;GPS RTK工程软件调用该模块后,即可实现WGS-84椭球大地高到正常高的实时转换;经检核,本模型内、外符合精度均优于规范要求,解决了长沙市实时高程转换问题。
Until now,the quasi-geoid is the most effective way to solve the conversion between geodetic height and normal height;but the conversion model of quasi-geoid is confidential data ,it can not be used in the surveying produc-tion.According to the characteristics of height anomaly in Changsha area ,the elevation conversion module which uses the block interpolation algorithm is presented in the paper .It can be used by GPS RTK software to solve the real-time con-version from geodetic height of WGS-84 ellipse to normal height .After checking progress ,the precision of the model is better than that in specification whatever precision and accuracy .The problem of real-time elevation conversion is solved in Changsha City .

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