equivalent principle meaning in Chinese
当量原理
等一主义
Examples
- The functional equivalent principle in cultural image translation and the conveyance of cultural factors
文化意象翻译中的同等效果原则与文化因素的传递 - The result reveals the secrets of how the universal gravitation is produced and the equivalent principles is proved
在严密的推导过程中，揭开了引力的成因，证明了等效原理。 - The method first uses ward equivalent principles to determine the injection power and equivalent impedance of external network boundary buses . then compute the power flow of equivalent network by newton method with proper modification of equivalent injection power of boundary buses
该方法首先采用ward等值原理,来确定外部网络在边界节点的等值注入功率和等值阻抗,然后采用牛顿法对等值网络进行潮流计算,并修正边界节点的电压值和等值注入功率。 - Considering actual demands by rain insensitive device designing and rain insensitive performance appraising , this paper also studies equivalent methods among the process of fuzes impacting raindrops and that of fuzes impacting target . according to momentum equivalent method , corresponding equivalent principles have been worked out and derive formulae to calculate the thickness of equivalent targets of different materials , then in term of these formulae the thickness of equivalent targets in different status are figured out and listed in the tables
考虑到引信防雨装置设计和防雨性能考核的实际需要，本文还对引信碰雨与引信碰靶板之间的等效方法进行了研究，按照动量等效的方法推导出了等效靶板厚度的计算公式，并计算出了不同情况下的等效靶板厚度的数值。 - All the results can be utilized by engineers , during the designing and construction . the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation , classification of weak interbed distribution is set up , and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle , influence zone of weak interbed is introduced , and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown , right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0 . 2d , 0 . 5d , l . od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0 . 38 , 1 . 0 , 1 . 5 , 2 . 0 , 3 . 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed , in the representational surrounding rock mass graded ii , iii , iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering
主要结论如下： ( 1 )以软弱夹层到开挖轮廓线最短距离和最短距离线与开挖轮廓线的交点位置为指标对软弱夹层的分布部进行了分类，并确定了软弱夹层分布距离； ( 2 )根据强度等效和变形等效的原则，引入了软弱夹层影响带的概念，建立了模拟软弱夹层厚度的一种新方法； ( 3 )总结出了软弱夹层分布在拱顶、右拱肩、右边墙时对地下洞室稳定性影响的量化指标； ( 4 )分析出了软弱夹层距开挖轮廓线0 . 2d 、 0 . 5d 、 1 . 0d三种情况对地下洞室稳定性影响的量化指标； ( 5 )总结出了在不同的侧压力系数( 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 )地应力场中软弱夹层对稳定性影响的量化指标； ( 6 )得出了在、 、代表性围岩中软弱夹层对稳定性影响量化结果； ( 7 )根据数值试验成果提出了在有软弱夹层围岩中地下洞室设计原则的几点新内容。