coupled action造句

• The geometric non - linearity and the coupling action of bending and torsion are comprised in the static formulation , which can describe the large deflection of the three - dimensional beams
  在静力学方程中既考虑了几何非线性项，也考虑了弯扭耦合项，可以描述空间梁发生的大挠度变形。
• It is coupling action between seepage and stress makes the failure mechanism of rock very complex . the investigations on this problem have pervasive theoretical meaning and practical value
  渗流与应力耦合作用使得岩石的破裂机制十分复杂,这一问题的研究具有更普遍的理论意义和更接近实际的应用价值。
• This coupling action between the rheology of soil and the dissipation of excess pore pressure demonstrates that it is not reasonable to factitiously divide the process of consolidation into two independent ones , i . e . primary consolidation and secondary consolidation
  这种耦合作用说明了把固结过程人为地划分成主固结和次固结两个相对独立的过程是欠合理的。
• In addition , the vortex structures of the gas flow field and particle dispersion were studied when the coupling action between the two phases was considered in the case of different mass loading of mediate stokes number particles was provided in the gas - particle plane jet
  另外，文中还模拟研究了气粒两相平面射流中不同质量携带率下中等stokes数颗粒与气相流场的相间耦合作用下气相流场的旋涡拟序结构以及颗粒运动扩散规律。
• While a 3d assembly model of blade - disc structure was established , a finite element model for calculating the vibration characteristics during blade - disc coupling was set up by taking into consideration of the coupling action of contact stress between blade and disc
  摘要在建立了叶片与轮盘三维装配模型的基础上，考虑了由于装配产生的接触应力与叶片轮盘之间的耦合作用后，建立了叶片轮盘装配耦合的振动特性计算的有限元模型。
• The stresses and nonlinear deformations of thin strip - plate with two simply supported edges under the coupled action of the electromagnetic field arid mechanical load are calculated , the magneto - elastic effects on thin current - carrying strip - plate by the side current and electromagnetic induction density are studied
  由此计算分析两边简支条形薄板在电磁场和机械载荷耦合作用下的应力与变形，研究侧向电流和外磁场强度对载流条形薄板的磁弹性效应。
• From the aspect of the coupling action of geological and engineering conditions , this paper analyzes their influences on high slope stability . the result shows that constructional surface , lithology , slope angle and height are the most influential factors . provided that a slope angle in a stepped slope is constant , the slope stability is very sensitive to the height / width ratios of steps , and the best design for the slope is to make the height of each step no more than one - third of the total height and the height / width ratio between 1 : 0 . 2 - 0 . 3
  从地质与工程耦合作用出发，分析了地质因素和工程条件对高边坡稳定性的影响，指出结构面、岩性以及坡角和坡高是边坡稳定性的重要影响因素，在边坡角一定的前提下台阶状边坡的台阶高宽比对边坡稳定性影响山十分明显，一般以每级台阶的高度不超过总坡高的1 / 3 ，高宽比在1 ： 0 . 2 0 . 3之间为最佳设计。
• Centered on the investigation on the evolvement of permeability as well as the coupling action between seepage and stress , the following work is carried out : 1 . a further examination is given to classical biot seepage theory to discover the basic assumption to form the coupling seepage equation , and discuss the variety of coupling equations between seepage and stress and their adaptabilities . the physical meanings , adaptability , testing method of seepage parameters used in equation of continuum are analyzed based on the experimental investigations on complete relationship between stress , strain and permeability of rock and engineering test on permeability of rock at different depth
  本文围绕岩石破裂过程中渗透性的演化规律及其渗流-应力耦合作用机理这一课题,开展以下方面的研究工作: 1 .对经典biot渗流力学做了进一步的考察,揭示建立耦合渗流方程的主要假设,讨论了各种渗流与应力耦合方程及数学模型的适用条件,通过岩石应力应变-渗透率全过程实验研究和不同深度岩体渗透率工程试验研究,分析了连续介质模型耦合渗流方程参数的物理意义、适用性、测试方法。
• Abstract : this paper an outline of the national fund project , bridges " s safety prediction and behavior simulation under the multi - phase coupling actions by flood water . the authors approach coupling action models among solid , liquid and gas states , while discussing bridge rupture features under these coupling actins . as one important problem of the project , physical and simulation model are discussed too in the paper . all the discussion in the paper can be a guide to deep research of the project
  文摘:本文系国家自然科学基金资助项目《桥梁抗御洪灾异相耦合破坏作用的安全性预测与仿真》研究纲要的缩影，笔者对灾害伴生过程中各物相(固态、液态、气态)之间耦合作用形态及对桥梁破坏性认识，以及对耦合作用物理模型、仿真模型的初步探讨，以期为该项目研究的展开和向纵深推进提供借鉴