critical failure

英 [ˈkrɪtɪkl ˈfeɪljə(r)] 美 [ˈkrɪtɪkl ˈfeɪljər]

网络  致命故障; 危急故障; 致命性失效

电力



双语例句

  1. Several calculating formulae for critical failure force are proposed for engineering purposes.
    提出了便于翻管工程计算中几种临界失稳力的计算式;
  2. Study on Critical Failure Vibration Velocity of Underground Chambers under Action of Blasting Vibration
    爆破振动作用下地下洞室临界振速的研究阿尔瓦雷兹加速撇振腔
  3. Cusp Catastrophe Model for Slope Critical Failure
    以尖点突变模型为边坡临界失稳的判据研究
  4. Before the search of main fatigue failure modes, this paper added the critical failure internal stress criterion, reducing the calculation of recognition algorithms for identifying failure modes.
    在主要疲劳失效模式搜寻前增加了临界失效内力判据,减小了识别失效模式算法的计算量;
  5. Research on Critical Failure Vibration Velocity of Concrete Lining in Different Thickness Under the Acting of Blasting Vibration Dynamiting seemed a bit rash at the time.
    不同厚度砼衬砌的爆破临界振速研究在目前的情况下,爆破则似乎草率了些。
  6. For locating the critical failure surface, the particle swarm or the harmony method is used, which is an upper bound approach.
    而搜索临界滑裂面的过程,采用粒子群法或和声法搜索最危险滑动面。
  7. The method to define the ultimate limit state of carrying capacity, critical failure, critical strengthened quantity and critical height coefficient of concrete compressive region is suggested.
    对粘贴碳纤维布抗弯加固梁正截面承载能力极限状态、界限破坏状态以及界限加固量进行了合理的界定。
  8. Based on the analysis of distortion features of casing under heterogeneous external pressure by the software of ANSYS, the critical heterogeneous external pressure is determined after defining the critical failure conditions under this condition.
    通过ANSYS有限元软件分析了套管在非均匀外挤力作用下的大变形特征,定义了套管在非均匀外挤力作用下破坏的临界条件,得到了此时的临界非均匀外挤力。
  9. Traditionally, the searching of critical failure surface is mostly confined in arc surface, and is prone to be dependent on initial value, inevitably often lost in local extremum, furthermore it is hardly capable to perform in three dimension slope problems.
    传统的极限平衡搜索,多数为近似的圆弧滑动面搜索,且搜索初值选择过分依赖于工程经验,结果也容易陷入局部极小点,在三维问题中更是无能为力。
  10. In view of this fact, a renormalization group model Of weak surfaces in combination with mechanical analysis is used to understand the physical mechanism underlying the coalescence of microcracks to critical failure of the material.
    据此提出了一重正化群弱面模型,并对损伤演化后期的临界破坏现象进行了初步的分析和探讨。
  11. Cascade coalescence of microcracks and critical failure
    微裂纹串级连接及临界破坏
  12. Based on the kinematics approach of limit analysis and the concept of shear strength reduction, the equation for expressing the limit-equilibrium state is formulated and is employed to determine the factor of safety and its corresponding critical failure mechanism for a given slope.
    基于极限分析上限定理与土的抗剪强度折减系数概念,建立了土坡稳定的极限平衡状态方程,以此确定土坡稳定的安全系数及相应的潜在破坏模式。
  13. A new kind of complex method and its application to the search for the critical failure surface
    一类新复合形法及其在临界滑动面搜索中的应用
  14. This paper for 14 kinds of major common accident define and analyse critical failure deliver because of factor, at the same time for major professional harm factor, argue to know, analyse.
    本论文对主要常见的14种事故进行定义并分析主要事故致因因素,同时对主要的职业危害因素进行辩识、分析。
  15. Based on genetic algorithm and Bishop's method, searching methods of circular sliding surface applied widely in engineering for the critical failure surface are presented and the minimal safety factor is located accordingly.
    基于遗传算法和Bishop法,对工程实践中最为广泛应用的圆弧滑裂面提出了搜索临界滑移面及相应最小安全系数的方法。
  16. Based on genetic algorithm and Sweden method of slices, this paper puts forward the searching methods of critical failure surface and minimum safety factor in slope.
    在遗传算法和瑞典条分法的基础上,提出了对边坡临界滑裂面的搜索方法及其最小安全系数的求解方法。
  17. The searching critical failure surface of a general soil slope is difficult as the objective function for the factor of safety is non-convex and multiple minimal exist in general, but genetic algorithm works well on optimization for multiple extremes.
    因为安全系数存在多个极小值,所以一般优化方法搜索边坡临界滑移面较为困难,而遗传算法能很好的处理多极值优化问题。
  18. Searching critical failure surface in slope stability analysis with genetic algorithm
    基于遗传算法边坡稳定分析临界滑移面的搜索
  19. The safety factor of karst cave roof is defined as the ratio of actual shear strength parameter to critical failure shear strength parameter in this paper.
    定义溶洞顶板稳定性安全系数为顶板岩体实际剪切强度与折减到临界破坏时的剪切强度之比值。
  20. Back analysis of critical failure surface of slope based on bionics algorithm ( 1)& location of critical failure surface
    基于仿生算法的滑坡危险滑动面反演(1)&滑动面搜索
  21. The related formulas to calculate the critical failure pressure of plane stability of expansion joint bellows are introduced, and the calculating formula of critical failure pressure of plane stability is suggested based on limiting analysis principle.
    本文介绍了计算膨胀节波纹管平面失稳临界压力有关公式,并根据极限分析原理提出了一种平面失稳临界压力计算式。
  22. It is discussed mission reliability assessment and basic calculation method of MTBCF ( Mission Time Between Critical Failure).
    论述了复杂武器系统任务可靠性计算的一般要求和计算任务可靠度及MTBCF的基本计算方法。
  23. From limit state of reduced safety factor, choosing canonical different maximum possible safety factors and their corresponding critical failure probabilities to build the division chart of landslide stability.
    在折减后的安全系数的极限状态中,根据典型的不同最大可能安全系数及相应的临界破坏概率,建立了二元滑坡稳定性分区,用于滑坡稳定性评价。
  24. Because it is a pure P2P-based system, there will be no critical failure point and it is loaded equivalently any time anywhere, in this way, it is more robust than traditional C/ S-based system.
    由于完全采用P2P技术设计与实现该系统,在任何时刻,系统均不存在单点故障问题及负载不均衡问题,与传统的基于C/S模式的系统相比,该系统的运行更加稳定可靠。
  25. Study of Critical Failure on IMS with Renormalization Group Method
    重正化群分析管理信息系统失效临界条件研究
  26. The key of strength reduction method is how to define the critical failure state of slope.
    强度折减有限元方法分析边坡的关键问题是临界破坏状态的确定。
  27. However, the application of the upper bound theorem of limit analysis in geotechnical stability analysis can not only derive the actual collapse load but also obtain the critical failure surface.
    极限分析上限定理,不但能够计算出接近实际情况的破坏荷载,而且可以获得相应的临界破坏面。
  28. On this basis, establishes the fault tree model, through the quantitative analysis of the critical failure mode to determine the positioning of the level of security.
    在此基础上,建立了故障树并进行定量分析,计算其故障发生的概率及其他指标,确定定位功能的安全性等级。