Chinese translation for "偏量"
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- deviator
offset
Related Translations:
偏: Ⅰ形容词1.(不正; 歪斜) inclined to one side; slanting; leaning 短语和例子东南偏东 southeast by east; 方向略偏 in a slight slanting direction; 这个指标偏低。 the target is on the low side. 这一枪打偏了。 that shot missed.2.(
- Example Sentences:
| 1. | 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 % 。 | | 2. | 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 | | 3. | 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。 | | 4. | 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。 | | 5. | 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。 | | 6. | Secondly , calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design . linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory . then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge , unstressed length of cable , erection linetype of cable and pre - displacement of saddle without loads , erection linetype of wire strands , the fixed position for erecting cable band and linetype of lifting stiffening girders 其次,根据悬索桥恒载设计理想状态建立了悬索桥施工计算原理;以分段悬链线索理论为基础,推导了悬索的线形变化刚度和悬索支点的滑移刚度;介绍了悬索桥成桥设计线形计算、吊索无应力长度计算、空缆线形与预偏量计算、丝股架设线形计算、索夹安装位置计算和加劲梁吊装线形计算的具体方法、数值算法及软件sgkz2000的计算模块的实现。 | | 7. | This paper also presents the methods of controlling unstressed length of cable , pre - displacement of saddle , anchor span tension , erection of wire strands , the fixed position for erecting cable band and cable length . determination and control approach of displacement of saddles during cable erection are also introduced . at the same time , the change course of linetype during construction period for suspension bridge is analyzed 再次,介绍了悬索桥的施工控制内容与方法,利用软件sgkz2000对多座悬索桥进行了施工计算,提出本文关于悬索桥的主缆无应力长度控制、索鞍预偏量控制、锚跨张力控制、丝股架设控制、索夹安装位置与吊索长度控制的方法;介绍了吊梁阶段鞍座顶推量的确定与控制方法,分析了施工阶段悬索桥的线形变化过程。 |
- Similar Words:
- "偏利共栖" Chinese translation, "偏利共生" Chinese translation, "偏利结合" Chinese translation, "偏利作用" Chinese translation, "偏力核" Chinese translation, "偏量等级相关系数" Chinese translation, "偏量分量" Chinese translation, "偏燎" Chinese translation, "偏列联" Chinese translation, "偏磷酸" Chinese translation
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