2) fuzzy weight
模糊加权
1.
Research on Adaptive Dynamic Branch Prediction Algorithm Based on Fuzzy Weight;
基于模糊加权的动态自适应分支预测算法研究
2.
Mode transition controller based on fuzzy weight was proposed and designed for multi-mode transition problems.
针对多模态切换控制问题,提出并设计了基于模糊加权的模态切换控制器。
3.
The adaptive dynamic branch prediction mechanism has been improved and fuzzy weight mechanism has been introduced.
对自适应动态分支预测进行改进,引入了模糊加权的机制,对分支历史的每一位加不同的权值,并利用调整因子动态改变权值, 由模糊推理得出预测结果。
4) weighted model
加权模型
1.
Research on forecasting building displacement with GM(1,1) weighted model;
GM(1,1)加权模型预测建筑物沉降的研讨
2.
The basic model and the weighted model for determining the relative position of individual result in group or population are established,in which the total results or the average results of different subjects are compared with the standard marks.
论述了利用正态分布将原始分数转换为标准分数进行处理的分数转换原理;阐明了标准分数的应用方法,对于满分为150分的考试科目提供了一种实用标准分数的处理方法;建立了运用标准分数来比较不同学科测验(包括考试)分数合成时的总成绩或总平均成绩,从而确定个体成绩在团体或总体中相对地位的基本模型和加权模型;使用Visu-al Foxpro作为编程环境,编制了与已使用相关教务管理系统兼容的软件;最后就试点应用的效果进行了比较分析。
3.
Because of the high computational complexity of the linear model for MAD prediction and taking into account the space and temporal correlation,a MAD weighted model reducing the computational complexity is presented,which passed over updating the parameters of linear model.
由于MAD的线性模型计算复杂度较高,考虑到MAD的时间和空间相关性,本文采用了MAD的加权模型,省略了MAD线性模型的参数更新过程,降低了编码复杂度。
5) weighted modulus
加权模量
1.
Based on the empirical relationship between soil deformation modulus and displacement,the foundation modulus distribution around the pile is determined,and the weighted modulus obtained through weighted averaging with respect to a range of soil.
首先基于桩土共同工作理论推导出水平荷载作用下桩侧土体内的位移与应力径向分布的弹性解析解;然后,根据变形模量与位移的近似关系确定桩侧地基土体内的变形模量分布,并通过一定范围内的加权平均获得地基土的加权模量,再由有限层法获得地基加权刚度,由此可近似考虑土体的分层与非线性特征。
2.
Then, according to the empirical relation between soil deformation modulus and displacement, the modulus distribution in the soil around the pile shaft and weighted modulus are obtained approxim.
根据土体变形模量与位移的近似关系获得桩侧地基土体的模量分布与加权模量,将其用于有限元–有限层法进行横向受荷桩的受力变形分析,可近似考虑土体的非均质与非线性等特性,并编制出计算程序。
6) weighted L_2-norm
加权L2-模
补充资料：因侵害姓名权、肖像权、名誉权、荣誉权产生的索赔权
因侵害姓名权、肖像权、名誉权、荣誉权产生的索赔权：公民、法人的姓名权、名称权，名誉权、荣誉权、受到侵害的有权要求停止侵害，恢复名誉，消除影响，赔礼道歉，并可以要求赔偿损失。
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