统一展开的基本解能够处理混合边界。
Mixed boundary conditions are achieved by using unified formulation of fundamental solutions.
本文运用有限基本解方法求解舵的流体动力。
This article USES the finite basic solution to solve the fluid dynamic force of rudders.
文中系统地导出了弹性半平面问题的基本解。
A fundamental solution for the problem of elastic semi-plane has been derived systematically.
处理基本解的奇异性是边界单元法的难题之一。
Deals with the singularities of the fundamental solution is one of the difficult problem of the boundary element method.
该结果可作为基本解用于求解一般裂纹系问题。
The results may be used as fundamental solutions to solve a general crack system of plane.
由于近似基本解在边界上发散，必须将区域扩大。
Since the approximating fundamental solution is infinite on boundary, we must extend the field.
提出了求解各向异性板弯曲问题基本解的新方法。
In this paper a new method for solving fundamental solution of anisotropic plates bending is proposed.
本文避开奇异基本解，用非奇异基本解建立边界积分方程。
Avoiding singular fundamental solution, the paper using non-singular fundamental solution to establish the boundary integral equation.
利用基本解和边界条件可以计算板长和板宽对应力强度因子的影响。
The effects of finite length and finite width on the stress intensity factor are achieved by using the fundamental solution and the boundary condition.
方法利用重调和算子的基本解，定义一基本解系列，进行理论推导。
Methods Using the fundamental solution of the biharmonic operator, the sequence of fundamental solutions is defined and theoretical derivation is given.
求出了薄板稳定换热方程的基本解并论述了这类问题的边界元解法。
Fundamental solutions to steady heat transfer equation of thin plates are derived and the formulation of boundary element method is described.
本文用有限基本解方法计算潜艇水平稳定翼与舵组合体的流体动力系数。
Described in this paper is the calculation of hydrodynamic coefficients of submarine horizontal stabilizing fin -rudder assembly by a numerical method of finite elementary solution.
得到了级数形式表达的电场和弹性场的基本解、场强度因子和能量释放率。
The general solution of the electromechanical field, intensity factors and energy release rate are obtained, which are expressed in terms of series expansion.
这些基本解可以用于线弹性断裂分析，为求解这类问题提供了新的有效途径。
These fundamental solutions may be applied to linear elastic fracture analysis and consequently they provide a new and effective approach to solve this kind of problem.
采用积分变换和传递矩阵方法，求解了成层土在内部环形荷载作用下的基本解；
The fundamental solutions for displacements and stress components of the layered soil due to unit internal ring loading are first derived with integral transforms and the transfer matrix method.
本文给出了可用于解决半平面上一般射线裂纹系的基本解。文中作了例题验证。
This paper presents a fundamental solution which can be used to solve the general radial crack system on half-plane. An example is given for check up.
用边界节点法求解产生的插值矩阵是对称的，而基本解方法的插值矩阵不对称；
It is noted that the BKM interpolation matrix is symmetric while the MFS one is not.
该方法在利用基本解的基础上，将域内积分化为边界积分来处理，节省了工作量。
Basing on the fundamental solution, this method turns the internal integrals of the problem into boundary integrals, thus the amount of computational work is saved.
在三维弹性力学边界元法的基础上，推导出二阶单元的基本解快速多极展开格式。
The three-dimensional boundary element method for elastic materials was extended to develop a fast multipole expansion formulation of the fundamental solutions for quadratic elements.
本文提出了确定GM(1,1)模型基本解有关待定参数的一种新方法——图解法。
All parameters in the basic solution form of GM (1, 1) can be determined with this method.
当用积分方程法分析桩和其它地学工程问题时，这些公式可以用作一近似的基本解。
These formulae can be used as an approximate basic solution when the integral equation method is employed for the analysis of piles and other geotechnical engineering problems.
分别给出具有第三类齐次边条件的混合问题基本解以及具有零初始条件的混合问题基本解。
The fundamental solution of the mixed problem with the third kind homogeneous boundary condition and that with the zero initial condition are given respectively.
采用双材料基本解建立边界元法基本方程，计算双材料界面裂纹尖端附近的应力和位移场。
The stress intensity factors of bimaterial interface crack are analyzed using the boundary element method with bimaterial fundamental solutions.
利用此基本解并考虑桩土位移协调条件，提出了层状地基中单桩扭转变形分析的解析方法；
These solutions are then combined with the displacement compatibility between the pile and the surrounding soil to analyze the torsional behaviour of a single pile.
应用线载荷积分方法，相应原理和拉氏变换，求得点圆力偶作用于粘弹性回转体的基本解。
Using the Line-loaded Integral Equations the corresponding principle and Laplace transformation, the torsion problem of the Linear viscoelastical shaft in which load "Point Ring Couple"can be solved.
基本解方法属于径向基函数类方法，它使用微分算子的基本解作为基于欧氏距离的径向基函数。
The method of fundamental solutions(MFS), one of the radial basis function(RBF) methods, employs the fundamental solutions to the governing differential operator as the Euclidean distance based RBF.
利用已有的三维双相材料位移基本解，给出了在与界面斜交坐标系下位移基本解的一般表达式。
Relied on previous data, the general expression of displacement fundamental solution for three-dimension bi-materials under coordinate system oblique to interface is given.
根据常微分方程的标准基本解，本文导出在侧向荷载与垂直轴力作用下桩的内力与侧移计算公式。
Based on the standard basic solution of ordinary differential equation, formulas for computing stresses and lateral deflections of piles under horizontal loading and vertical axial force are derived.
建立桩身单元的位移应力方程时，采用压缩杆理论；建立土体界面单元方程时，采用层状材料基本解。
Because of using the fundamental solutions of layered elastic solids, the proposed method can be used for analysis of the pile-foundation interaction in non-homogeneous soil.
采用基于基本解方法和径向基函数插值的无网格算法(MFS- RBF)分析了广义的热弹性问题。
The method of fundamental solutions (MFS) with radial basis functions (RBF) approximation was developed for general thermoelastic analysis.
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