layering method造句

• Thin boundary layer method
  薄边界层法
• In particular, a boundary-layer method is included to permit the specification of boundary-layer developments
  尤其是边界层方法包括允许指定边界层的发展
• An integral boundary layer method based on the dissipation integral is used to account for viscous effects
  考虑附面层影响，通过粘/位迭代得到跨音速翼/体的非定常气动力。
• On the basis of layered method, a method to calculate the consolidation settlement of vacuum preloading was deduced
  在分层总和法思想基础上，提出了真空预压加固地基固结沉降计算方法。
• In chapter 4 we study the resource allocation considering link load balancing . two methods, i . e ., optical-layering method and mpls based method, are used
  第四章分两种方法一基于光层的方法和mpls技术的方法，研究了ipoverwdm网中基于链路负载平衡的资源分配算法。
• Nonlinear finite layer method is established . take the methods of calculation of nonlinear elatic modul above for an example of nonlinear finite layer calculation . 4
  提出了非线性有限层法，并将上述计算土体非线性弹性模量的方法运用于具体的非线性有限层法计算；4
• This article uses foundation layered elastic modle which is analogy to the real project, deduces and solves the plate by boundary element method ( bem ) and summing in layers method
  本文选用与实际工程场地特性较为接近的分层弹性地基模型，采用边界元法推导并求解中厚板。
• Thorough research about nowadays theorems and calculating methods of deep foundation pit bracing, pointed out problems and shortcomings about present methods, developed finite layer method, figured out a new theorem-- divided-strip method
  对现有深基坑支护理论及计算方法进行了深入的研究，指出了现有方法存在的问题与不足，发展了有限层法，提出了条分法有限单元法的计算理论。
• Based on the finite layer method and finite element method, a numerical analysis model of pile-soil interaction is established for single pile . it is proposed to transform a half infinite space problem into a 2-d quasi-plane problem
  对于单桩，本文以有限层地基模型和平面有限元法为基础，建立了能够反映水平荷载下桩土共同作用的弹性数值分析模型，把半无限空间问题转化为准二维平面问题。
• Based on above analyses, the main ideas of this paper can be summarized as follows : 1 the displacement of soil under moving load can be calculated using multi-layer method, then the velocity and acceleration can be deduced and spectrum can be analyzed
  基于以上分析，本文的主要内容可总结为如下几点：1、首先采用分层法进行移动荷载作用下地基土的位移计算，然后进行速度、加速度和频谱特性分析。
• This paper has simply analyzed the necessity, advantage, and the feasibility of layering method in english teaching, and emphatically suggests combining curriculum reform with the method by analyzing the application in english teaching of the layering method
  摘要本文简单分析了英语分层教学的必要性，优越性和可行性，并着重从分析英语分层教学法在教学中的运用来提倡必须把课程改革与分层教学有机结合起来。
• This paper has simply analyzed the necessity, advantage, and the feasibility of layering method in english teaching, and emphatically suggests combining curriculum reform with the method by analyzing the application in english teaching of the layering method
  摘要本文简单分析了英语分层教学的必要性，优越性和可行性，并着重从分析英语分层教学法在教学中的运用来提倡必须把课程改革与分层教学有机结合起来。
• In this paper, based on the finite layer method and combined plate elements theory, a analysis model of pile groups-soil-pile cap interaction is established for groups pile, and proposes a three-dimensional numerical analysis for the groups pile in the lateral loading
  对于群桩，本文以引入的有限层法和组合板单元为基础，建立了水平荷载下桩?土?承台共同作用的分析模型，并对水平荷载群桩进行了三维的数值分析。
• In this paper a new design idea has been put forward that combines the oo-layer method with unification method to realize the integration of relation database and object-oriented database . we also present the concepts and structures of power system basic class database and simulation database
  本文提出了将oo-layer法与合一法(unification)揉合起来实现关系数据库与面向对象数据库集成的设计思想和电力系统基类数据库、仿真数据库的概念及其体系结构。
• Novak layer method is introduced to obtain the vertical dynamic impedances of both an end-bearing pile and a floating pile in a homogenous stratum . and the vertical dynamic impedances of single pile are analyzed in homogenous elastic soil, inhomogenous viscoelastic soil homogenous viscoelastic soil . at the same time, the factors to influence the impedances of single pile are examined
  本论文采用novak薄层法，推导了在均质地基中，端承单桩和摩擦单桩的动阻抗；并全面分析和对比了均质弹性、均质粘弹性和非均质粘弹性地基模型中的单桩的动力阻抗，考察了各种因素对单桩动力阻抗的影响程度。
• Based on the resolving algorithm of continuous-layer method, the time order analyzing curves, acceleration curves and the response spectra of transfer function at the different points of the ground and at the same point on the different ground conditions are gained . it demonstrates that the responses of ground in x, y and z axial directions all change by time, and the obvious wave propagation appears in ground . for different observing points on the same ground condition, at more distant points from the load line, the less swings are found, that is to say, vibration possesses the obvious characteristic of attenuation
  基于分层法的解析算法，得到了在不同点以及在同一点但不同地质条件下的时程分析曲线、加速度变化曲线和传递函数反应谱，结果表明，地基土在x、y、z三个方向的响应都是随时间变化的，并且伴随有明显的波动现象产生；对于相同地质条件的不同观察点，距离荷载作用线越远的地方振幅越小，即振动具有明显的衰减性。
• Therefore, it is no time to delay that refining the design method of tall buildings . in this paper, tall frame and layered soil are treated as a single continuous system and an interactive analysis method is presented using finite element method and finite layer method . the settlement of foundation and the internal force of the frame are calculated with different stiffness of the superstructure
  本文基于共同作用分析法研究高层框架和桩基础的设计，即将高层框架与桩基础视为一个统一的整体，采用有限元和有限层法进行共同作用分析，研究了上部结构刚度变化等因素对基础沉降与框架内力的影响，并与常规设计法进行了比较分析，为改进和提高框架结构设计的安全和经济提供了依据。
• Efm use ordinary ethernet frame to transport oam information but special destination address and type code field, considering epon protocols were standarded last year, most of the network device may not recognize the oam frame above data link layer, so we use linux access link layer method to construct / capture oam frame at l2
  ieee802.3ah协议规定使用标准的以太帧作为传送oam信息的载体,但使用特殊的组播目的地址域和类型/长度域,以区别普通的以太数据。由于协议是2004年刚颁布的,所以现有的网络设备很可能不能识别新的oam帧,这就需要在数据链路层对数据包进行捕获和构造。
• According to the traits of flm, semi-numeric and semi-analytic, the symbolic math toolbox of matlab is used to deduce the formula of flm . the deducing procedure shows that it is very convenient to get the analytic solution while facing the complicated geotechnical problem . based on the accomplished research, the following methods in this dissertation is adopted : biot consolidation finite layer method ( bcflm ) is used to analyze the pile-soil-raft interaction system which takes soil consolidation into account
  本文假定筏板为刚性，以biot固结有限层方法(bcflm)计算桩?土、桩?桩、土?土之间的弹性相互作用，采用传递函数法模拟各桩的非线性工作性状，桩身采用一维杆单元模拟，同时根据静力平衡条件，确立了考虑土体固结的桩?土?承台共同作用分析方法。
• Theorems and practices both verified that, among all methods on solving pile structure under horizontal loads, divided strip finite layer method have more virtues . the results can be obtained very easily with less data and calculating accuracy can be also controlled . this method affected the bracing engineering greatly and was suitable for engineering under complex geological conditions
  理论与实践证明，在解决桩结构水平抗力计算中使用条分法有限单元法具有有限单元法的优点同时具有算法简单处理数据少、可控计算精度等优点，对于支护工程有较大的指导意义，适合在地理条件复杂的深基支护工程中推广采用。