discount coefficient meaning in English
折减系数
Examples
- When the discount coefficient is 1 and all weights of the nearest neighbor sample points are the same , the k - nn classification method based on evidence reasoning model will become the k - nn classification method based on evidence theory
并且当折扣系数为1 ，且给定所有最近邻样本点权重相等时，基于证据推理模型的k - nn分类方法就成为基于证据理论的k - nn分类方法。 - According to the existed original data , the test result and standards built in other countries , some mechanical capacities of steel and concrete are given in the thesis . so , interrelated diagrams and formulae about the discount coefficient calculation of strength are earned
根据已有的原始数据及试验结果，并参照国外的相关规范，文中总结了钢筋和混凝土材料的力学性能，得到强度折减系数计算的图表及相关公式。 - During the former classification method , the classification expert gives the weights of the nearest neighbor sample points of the sample point to be classified , then defines the key sample point and non - key sample point , furthermore gives their support degree , discount coefficient
在前一种分类方法中，分类专家对待分类样本点的最近邻样本点给出权重，从而定义关键样本点及非关键样本点，进而给出它们的支持度、折扣系数。 - Based on the calculated results of the computer program , varied stress contribution curves of short leg walls with t , l and + shaped sections are shown in the paper , together with deformation information of members . to measure the influence of shear lag , the equivalent bend stiffness of short leg walls is introduced . the discounting coefficients of the bend stiffness of members can be used in the bars - system models of short leg walls building structures
借助一个力学模型，论文将影响构件侧移的弯曲变形、剪切变形、剪滞效应三个因素分离开，分析了剪滞效应对构件抗侧性能的影响，并将该影响计入了短肢剪力墙理论抗弯刚度的折减系数，经折减的短肢剪力墙等效抗弯刚度内在包含剪滞效应的影响，可方便地用于结构的计算实际。 - When the pole ' s axial compress ratio is 0 . 8 , the load - bearing capability ' s discount coefficient is 0 . 7 , when the pole ' s axial compress ratio is 1 . 1 ; the load - bearing capability ' s discount coefficient is 0 . besides , gfrp can reform the poles " distribute of concrete cracks , increase the poles " ductility
在轴压比为0 . 8的时候，由于rc柱和gfrp之间存在的应力差，导致其极限承载能力的提高幅度下降至原来的70 ，在轴压比为1 . 1的时候，其极限承载能力可以看作是没有提高。