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stability against sliding造句

"stability against sliding"是什么意思   

例句与造句

  1. Analysis of stability against sliding of dam by passive resisting force method
    用被动抗力法分析大坝抗滑稳定性
  2. Numerical analysis for stability against sliding of retaining wall with notched sill
    齿坎式挡土结构抗滑稳定性分析
  3. Evaluation of the deep stability against sliding of the dam base of fenhe no . 2 reservoir
    汾河二库坝基深层抗滑稳定性评价
  4. Analysis of horizontal bear capacity and stability against sliding of bucket foundation platform
    浅海桶形基础平台水平承载力与抗滑稳定分析
  5. At last the stability against sliding of sluice chamber is analyzed compared with the method of safety coefficients
    最后对水闸闸室的抗滑稳定度进行了分析,并将其分析结果与安全系数法进行了比较。
  6. It's difficult to find stability against sliding in a sentence. 用stability against sliding造句挺难的
  7. Stability against sliding of large constructions on bedrock usually is controlled by shear strength of concrete - bedrock cement face
    建于岩基之上的大型构筑物,其抗滑稳定性受到混凝土基础与基岩胶结面抗剪强度的控制。
  8. In the paper , based on random block theory , a mathematical model is developed for reliability analysis of 3 - dimensional abutment stability against sliding . calculative formulas of reliability analysis are given
    本文以随机块体理论为基础,建立了拱坝坝肩三维可靠度分析的计算模型,推导了分析其可靠度的基本公式。
  9. Based on the theories of finite element and reliability , the basic idea about application of the stochastic finite element method used to analyze the abutment stability against sliding of the arch dam is presented in this paper
    本文以有限元理论和可靠度理论为基础,提出了应用于拱坝坝肩抗滑稳定分析的随机有限元的基本思路。
  10. The failure modes of bucket foundation and their computational methods when the offshore platform is affected by the horizontal forces are introduced , and the computational methods of stability against sliding are also addressed
    介绍了浅海桶形基础平台受水平力作用时桶形基础的破坏模式及其计算方法,并阐述了抗滑稳定计算方法。
  11. The horizontal load actions of wind , wave , current and ice may cause the offshore platform sliding , and the platform sliding resistance includes soil cohesion , friction and soil resistance , so the bucket foundation platform should be designed to meet the requirements of stability against sliding to ensure the overall stability of platform
    平台在海上受风、浪、流、冰等水平载荷作用产生滑移,而土壤粘结力、摩擦力和土抗力是平台的抗滑力,桶基平台应满足抗滑稳定的要求,以保证平台的整体稳定性。
  12. At first , the basic theory and general process of the abutment stability against sliding of the arch dam with common definite solution ( the limiting equilibrium method of the rigid body and finite element method ) are simply developed . then combined with , reliability computation , the stochastic finite element method is used to establish the relationship between the load effect ( stress or force ) and basic stochastic variable dealing with statistical features of variables . based on the stochastic finite element method , the reliability of the arch dam abutment stability against sliding is analyzed , and the corresponding reliability index is calculated
    首先简要介绍用传统定值方法(刚体极限平衡法和有限单元法)分析拱坝坝肩抗滑稳定的基本原理和一般过程,再与可靠度理论相结合,考虑变量的随机特性,通过随机有限元法建立荷载效应(如应力、内力等)与基本随机变量之间的关系,然后在随机有限元的基础上进行拱坝坝肩抗滑稳定的可靠度分析,计算相应的可靠指标。
  13. Meanwhile , the influence of the distribution types , cut - tail and correlation of the stochastic variable on the reliability is discussed finally , the application of the arch dam abutment stability against sliding analysis with the way of common definite solution and stochastic finite element method is tested by one practical example analyzed and calculated in our province
    并讨论了随机变量的分布类型、截尾情况以及相关关系对可靠指标的影响。最后对我省一实际工程进行计算和分析,验证传统定值分析方法及随机有限元方法在拱坝坝肩抗滑稳定分析中的应用。
  14. Thereby drew a conclusion that variability of stochastic variable has remarkable effect on the reliability . and the different stochastic variable has different effect on the reliability while the variable quotiety increasing . the obtained results shown that the calculating method presented in the paper can be widely used in reliability analysis of abutment stability against sliding
    从而得到以下结论:在坝肩岩体可靠性计算中,各随机变量的变异性对坝肩岩体的整体可靠性有显著影响,且不同的随机变量,当其变异系数有所增大时,对可靠指标的影响程度是不一样的。
  15. Based on rigid body method and finite element method , the deep stability against sliding of yunfeng dam was analyzed in details . the results show that its safety factor along the fault is on the low side . on account of some parameters in the computation modules were indeterminate , the results obtained could not reflect the real safety situation of yunfeng dam
    在对其空间结构进行细致分析的基础上,提出将51 ~ #和52 ~ #两个坝段合并在一起建立物理模型,综合考虑各阻滑面和侧面基岩的抗剪断强度的作用,分别按刚体法和有限元法对其抗滑稳定进行复核计算。

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