1) robust weighting function
抗差权函数
1.
Analysis of robust weighting functions for hydrological systems;
水文系统抗差权函数分析与检验
2) robust characteristic function
抗差特征函数
1.
This paper proposed robust characteristic function for real-time flood forecasting system,and established the dynamitic monitor module for rainfall error,and researched dynamitic robust estimation for AR model parameters.
把抗差估计理论引入实时洪水预报系统,提出适合于实时洪水预报系统的抗差特征函数,建立降雨误差的动态监控模式,研究实时修正模型参数的动态抗差估计,结合洪水预报模型,形成具有水文学特点、抗差性强的实时洪水抗差预报系统。
3) function of acoustic impedance difference
波阻抗差函数
1.
In this case, near surface seismic scattered noises can be stimulated by designing a function of acoustic impedance difference for each node in the grid, which is parallel to surface, to approximate to the heterogeneity of surface.
假设近地表垂直点力产生的地震波场由入射波场和散射波场组成,散射波场是入射波场与波阻抗差函数的函数。
4) weighted error function
加权误差函数
1.
By using the weighted error function and a bootstrap extrapolation technique introduced by Tadmor-Tang, we derive the optimal pointwise error estimate that is O(ε) for scalar convex conservation laws whose initial-boundary data are a finite number of piecewise constant with strictly decreasing initial data and increasing boundary data respectivel.
通过使用由Tadmor-Tang引进的加权误差函数和某种自益内插技巧，对初始值和边界值分别是严格递减和严格递增的具有有限个间断点的分段常数函数的单个凸守恒律的初边值问题，我们导出其粘性消失法的一个最优的逐点误差估计为O(ε)。
5) impedance functions
阻抗函数
1.
As traditional models of equilibrium assignment fail to take into account the phenomenon of passenger missing boarding vehicles due to congestion on the platform,we propose the passenger impedance functions,including delay time and construct equilibrium assignment models for congested rail transit.
现有的配流模型未考虑车站拥挤导致乘客无法上车的现象,基于此通过建立包括延误时间在内的客流出行阻抗函数,构建了拥挤条件下的城轨均衡配流模型,并针对经典的Frank-Wolfe算法无法给出有效路径解的不足,给出了利用遗传算法求解模型的步骤。
2.
By means of the basic solutions of loaded Biot s equations and the influence funcfions of dynamic interaction between saturated soils and structure ,the pile is modelled by beam elements, a set of impedance functions of pile in saturated soils under seismic loading are presented.
依据外力作用下两相饱和土介质动力响应的基本解及饱和土与结构动力相互作用影响函数 ,利用梁单元模拟桩 ,应用边界元方法建立了地震动作用下 ,两相介质饱和土中桩基动力阻抗函数分析模型 ,为地震动作用下饱和土与基础结构动力相互作用研究提供了一种新的分析途径。
6) impedance function
阻抗函数
1.
Analysis of impedance function considering soil-pile dynamic interaction;
考虑桩土动力相互作用时阻抗函数分析
2.
Analysis of impedance function of oile group consideringsoil-pile dynamic interaction;
考虑桩土动力相互作用时群桩阻抗函数的分析
3.
A pseudo-3-dimmentional FEM procedure was utilized to derive the impedance function at the footing center and the transfer functions at specified points in the near field.
该方法假设高架桥的桥墩在交通荷载下是刚体运动,根据实测数据求得基础承台的输入荷载,并进而由一个准三维有限元方法所得基础承台中心的阻抗函数以及地面响应的传递函数,可以预测周围地面的响应。
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