偏量 meaning in Chinese
deviator
offset
Examples
- The latest experimental results of rock creep were used : the third invariant of deviator stress tensor had greater effect on creep properties ; the stress threshold of lateral creep of rock was 20 % ~ 40 % less than that of axial creep of the same rock
文中应用了课题组近期岩石流变实验研究的结果：应力偏量第三不变量对岩石蠕变影响显著；岩石侧向蠕变的应力阀值比轴向蠕变应力阀值低20 % ~ 40 % 。 - For the heterodyne interferometer used within the nanometer and sub - nanometer region , the frequency leakages due to the imperfect optical elements and the thermal non - linearity drift restrict its uncertainty to about 20nm . a more comprehensive theoretic analysis for this non - linearity of heterodyne interferometer is given
从理论上研究了双频激光干涉仪非线性误差产生的原因；分析了直流偏量、等幅性偏差、正交误差对比相法相位测量结果的影响； 4 - The mass characteristic parameters of hslrfo include mass , mass center , centroid , lateral misalignment of mass center , rotary inertia , dynamic balance , etc . since the lateral misalignment of mass center is the most important mass characteristic parameter , the demand for the measuring precision of this parameter is very stringent
高速远程飞行物体的质量特性参数有质量、质心、形心、质心横偏量、转动惯量、动平衡等内容,其中最重要的是质心横偏量,因此,在测量中,对质心横偏量的测量精度有着更高的要求。 - Through the calculating example results and the comparisons with other calculating theories , it is proved that the calculating formulas of the combined geometry curve theory is valid , practical and accurate . it can be used in the calculation of line shape at the preliminary design , and can meet the engineering need . ( 3 ) this thesis researches systemically on the calculating theory of the suspension bridge ’ s cable system , including calculating design line shape and internal force , erection line shape of cable and pre - displacement of saddle without loads , the fixed position for erecting cable and amendatory method of cable ’ s unstressed length
通过算例验证了混合线形理论公式的实用性和正确性,并且与其它计算理论的结果比较,证明公式有足够的精度,可用做初步设计中主缆线形的计算,能够满足工程的需要; ( 3 )对自锚式悬索桥主缆系统计算理论进行了系统研究,包括成桥线形和内力计算、空缆线形和内力计算、鞍座预偏量计算、索夹安装位置计算和索鞍处主缆无应力长度修正方法。 - Based on the duncan - chang e - b model , which can simulate earth - rock dam ' s non - linear mechanics behavior well , the paper introduced the nature coordinate system to the stress space . in this way , hydrostatic stress and stress deviator were decomposed each other . therefore , a partial derivative formulation about displacement and parameter in finite element evaluation was derived in a closed form
论文以能较好模拟土石坝非线性力学行为的duncan - change - b模型为基础，通过引入应力空间下的自然坐标系，分解应力球量与应力偏量，从而导出一个在有限元计算中，位移对参数偏导数的闭合形式公式。