| 1. | Thin boundary layer method
薄边界层法 |
| 2. | 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 |
| 3. | 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。 |
| 4. | 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。 |
| 5. | 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。 |
| 6. | 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 |
| 7. | 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。 |
| 8. | 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。 |
| 9. | 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。 |
| 10. | 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。 |
