1) model curve
模型曲线
2) Curvilinear model
曲线模型
1.
Adaptive tracking algorithm of curvilinear model;
曲线模型的自适应跟踪算法
2.
Half adaptive interactive multiple-model tracking algorithm of curvilinear model;
曲线模型的半自适应交互多模型跟踪方法
3) curve model
曲线模型
1.
Study and application of optical density curve model for recordabl e disc;
可写光盘光密度曲线模型的研究及应用
2.
Comparison of some simple curve models shows that S type growth curve accords well with the settlement of earth rock dams and has good prediction results.
首先综述了土石坝沉降统计预报模型的概况 ,在比较分析了几种简单曲线模型后认为 ,S型生长曲线较为符合土石坝的沉降规律 ,拟合预报效果良好 。
3.
A linear empirical Bayes estimation of regression coefficients in growth curve model is constructed.
给出了增长曲线模型参数矩阵的线性经验Ｂａｙｅｓ估计，同时得到了它的渐近最优的收敛速度。
4) logistic curve model
Logistic曲线模型
1.
Then the developmental trend of transportation is predicted using an established logistic curve model.
并通过建立Logistic曲线模型 ,推算出我国交通运输的发展趋势。
2.
Logistic curve model is the important one of time series forecasting methods .
Logistic曲线模型预测是一种重要的趋势外推预测方法,作者以重庆市城镇居民收入预测为例,说明Logistic曲线模型预测方法在经济预测中的应用。
5) hyperbola model
双曲线模型
1.
The hyperbola model for autogenous expansion volume deformation of MgO concrete;
MgO微膨胀混凝土自生体积变形的双曲线模型
2.
On the basis of load transferring function method and interaction of pile and soil,proper hyperbola model was established to reflect the load transferring condition of pile-body and pile-end,and the load-sedimentation analytical solution under the condition of single layer foundation was deduced,and then was applied to the multi-layer foundation.
以荷载传递函数法为基础,考虑桩土共同作用,建立了合适的双曲线模型来反映桩侧和桩端的荷载传递情况,推导了单层地基条件下的荷载-沉降解析解,进而将其应用于成层地基。
3.
It is supposed that the constitutive relation of soil is the hyperbola model.
假定土体本构关系满足双曲线模型,把利用该模型得出的孔隙比e和有效应力σ′的双曲线关系应用到一维单层均质地基固结理论的研究中,通过假定土体的初始有效应力沿深度均匀分布和渗透系数的降低与压缩系数的减小成正比,推导出任意荷载作用下一维非线性固结理论的方程。
6) hyperbolic model
双曲线模型
1.
Analysis on hyperbolic model and exponential model for post-construction settlement of soft soil;
软土工后沉降双曲线模型与指数曲线模型分析
2.
Based on the long-term monitoring data of post-construction settlement of the loess subgrade of the Lanzhou-Wuwei Line Ⅱ,the quasi consolidation model was set up and contrasted with other models such as the Poisson model,index model, logarithm model and hyperbolic model.
利用兰武二线黄土路基工后沉降的长期观测数据,提出一种新的分析预测模型——似固结模型,并与泊松模型、指数模型、对数模型、双曲线模型的预测结果进行对比分析。
3.
Based on the layered foundation and the hyperbolic model,using Mindlin s equation and pile-soil interaction principle,a load-transfer modified method is presented.
基于层状地基采用双曲线模型为荷载传递函数,提出了用Mindlin解和桩土共同作用的联合方法对荷载传递法的进行修正,并计算分析了单桩承载特性。
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
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参考词条