Mohr
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释义
莫尔；[人名] 莫尔；
英英释义
Mohr
Mohr is a German surname. Notable people with the surname include:
以上来源于:Wikipedia
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1. But Mohr didn't seem to see it that way.
但是Mohr似乎并没有看到这一点。
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2. Partially fill a Mohr pipette with hot water.
用热水部分装填一个莫尔吸量管。
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3. Silent Night was written in 1818, by an Austrian priest Joseph Mohr.
“平安夜”这首歌写于1818年。作者是奥地利牧师约瑟夫·摩尔。
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4. "I said that we were going to help, but I didn't know how," Mohr said.
莫尔说：“我说我们打算帮忙，可是却不知道方法。”
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5. Mr Mohr gives two main reasons for Penang's success with the coronary crowd.
莫尔(Mohr)指出了槟榔屿在面对冠状动脉疾病人群成功的两个主要原因。
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6. The foundation of Limit Equilibrium Method is based on Mohr-Coulomb strength criterion.
极限平衡方法是建立在摩尔—库仑强度准则基础之上的。
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7. The adopted failure criterion was a composite Mohr-Coulomb criterion with tension cut-off;
在数值计算中，采用了莫尔-库仑与拉破坏复合的破坏准则。
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8. Experimental data show that MSW's shear failure still satisfies the Mohr-Coulomb criterion.
试验结果表明，MSW试样的直剪破坏仍遵循摩尔-库仑破坏准则。
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9. A linear Mohr-Coulomb failure criterion is used for the traditional method of calculating earth pressure.
对于土压力传统的计算方法采用的多是线性摩尔-库仑破坏准则。
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10. Thee original version of the carol "Stille Nacht" was written in 1816 in Austria by the priest Father Joseph Mohr.
这首颂歌的最初版本由约瑟夫?莫尔神父于1816年创作于奥地利，它的首次演出是在1818年的平安夜。
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11. Failure surface shape of pile tip and ultimate tip resistance was obtained according to Mohr-Column failure criteria.
根据莫尔-库仑破坏准则得出了桩端的破坏面形状以及极限端阻力。
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12. Under the assumption of equivalent strain principle, a damage constitutive model is established based on Mohr-Coulomb criterion.
根据应变等效假设可得到基于莫尔—库仑准则的损伤本构方程。
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13. RVE is calculated with the finite element method and the Mohr-Coulomb damage rules are employed to analyse the calculation result.
本文还对体胞单元进行了有限元计算，并应用莫尔——库仑破碎准则对计算结果进行分析。
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14. Unattributed statistics were calculated from scientific reports by Noam Mohr, a physicist with the New York University Polytechnic Institute.
本文章中没有指明出处的统计数据由纽约大学理工学院的物理学家诺姆.莫尔(Noam Mohr)从科学报告中计算得来。
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15. The sensitivity of displacement with respect to design variables was compared to the approximate explicit form given by Mohr integration.
将响应面方法计算的位移对设计变量的敏度与莫尔积分方法的近似显式进行了对比。
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16. In 3-d stress space, simplified form of Mohr-Coulomb equivalent area circle yield criterion is derived by adopting analytic geometry method.
在三维应力空间，采用解析几何的方法，导出了莫尔-库仑等面积圆屈服准则的简化形式。
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17. The shear strength and the strength increments of concrete are both obeying to Mohr-Coulomb rule before and after the water-concrete action.
水—砼块相互作用前后砼块剪切面上的抗剪强度及因水化学作用而导致剪切面上的抗剪强度的增量均较好地满足摩尔—库仑强度准则；
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18. The elasticity modulus in Mohr-Coulomb model was modified by employing the processing method of tangential modulus in Duncan-Chang nonlinear model.
借助于邓肯-张非线性弹性模型对切线模量的处理方法，对M-C模型中的弹性模量进行了修正。
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19. Based on Mohr strength envelope characteristics, the dynamic strength parameter of gangue is analyzed. All these provide reference for engineering.
根据试验所得动强度包线的特征，分析了煤矸石动强度参数的变化规律，为煤矸石在实际工程中的应用提供参考。
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20. The Mohr-Coulomb model is based on plotting Mohr's circle for states of stress at failure in the plane of the maximum and minimum principal stresses.
莫尔-库仑模式基于莫尔圆来判断最大和最小主应力平面上的破坏应力状态。
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21. The basic conceptions and construct methods of Mohr circle were introduced simply and popularily in this paper with some exercises and their explanations.
本文以浅显的方式解释摩尔圆的基本概念和作图方法，附带做些练习和解答。
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22. The basic equations with Mohr-Coulomb criterion are solved by the line field analysis method near the joint line in an elastic-perfectly plastic materials.
通过在节理线上提出合理的边界条件，得出了节理线附近的弹塑性区应力场。
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23. Also the Mohr -coulomb theory of the transfer coefficient reduction method is derived based on thrust calculation and the rigid body limit equilibrium separately.
同时也分别从推力计算和刚体极限平衡条件推导了基于摩尔-库仑理论的传递系数折减法。
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24. The compressibility and the theory of Mohr-Coulomb Intensity limit equilibrium of soil, provides the basis for the self-rescue principle of rodless drilling unit.
土体的可压缩性和土的摩尔·库伦强度极限平衡理论为无钻杆钻具自救机理提供了理论依据。
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25. The compressibility and the theory of Mohr-Coulomb Intensity limit equilibrium of soil, provides the basis for the self-rescue principle of rodless drilling unit.
土体的可压缩性和土的摩尔·库伦强度极限平衡理论为无钻杆钻具自救机理提供了理论依据。
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Mohr
