1) singular cardinal
奇异基数
2) singular basis
奇异基函数
1.
In this paper we suggesst a finite element method for singular two point boundary value problems with singular solution by introducing singular basis with local support.
采用具有小支集的奇异基函数的有限元方法求解奇异两点边值问题的奇异解。
2.
In this paper we suggest a finite element method for singulartwo-point boundary value problems with singular solutions by introducingsingular basis with local support.
采用具有小支集的奇异基函数的有限元法求解奇异两点边值问题的奇异解。
3) singular function
奇异函数
1.
Using program of singular function to calculate internal forces of bending pole;
利用奇异函数编程计算承弯杆件内力
2.
There is a mistake about singular function calculation in the book of "Electric Circuit",which is widely used as the textbook by many colleges.
在目前高校广泛使用的《电路》一书中,出现了一处关于奇异函数的计算疏忽:计算结果遗漏了冲激项。
3.
By means of singular functions, the equations of moment, torque and bending section modulus are given and the general expressions are derived for calculating the torsional stress, angle and deflection of the shaft under complex loads.
利用奇异函数描述轴的弯矩方程、扭矩方程和抗弯截面模量方程,推出在任何载荷作用下传动轴所受应力、转角和挠度的通用方程式,采用一维优化方法,借助计算机技术求解传动轴在复杂载荷作用下的强度与刚度,突破了传统求解方法,便于计算机编程处理,适应范围广,对受不同载荷以及含有不同几何形状的阶梯轴具有通用性,且可提高机械工程设计效率,具有较高的工程实用价值。
4) singularity function
奇异函数
1.
Method of establishing the deflection curve of a beam by singularity functions;
奇异函数建立梁挠曲线初参数方程的方法
2.
Study of the elastic mechanics problem in narrow rectanglar girder by the singularity function;
狭矩形截面梁弹性力学问题的奇异函数法研究
3.
Based on the improved story analysis model that is used to be widespread, the author sets up a new model with rigid-suspended-joints in core-tube suspended structure, and deduces flank-displacement rigidity matrix used singularity function.
对悬挂结构研究所广泛使用的吊点铰接的层间剪切模型进行了改进 ,建立了中央核筒式把吊点改为刚接的高层建筑悬挂结构体系的新的计算模型 ,利用奇异函数推导了结构的侧移刚度矩阵 ,并进行了动力特性分析 。
5) singular coefficient
奇异系数
1.
In this paper, some existence results of solution of following an elliptic equation with singular coefficients -u-μu|x| 2=u 2 *-1+λu q-1|x| σ,x∈Ω;u>0,x∈Ω;u=0,x∈Ω are studied by virtue of Hardy inequality and the Mountain Pass Geometry.
使用Hardy不等式和山路几何给出了一类奇异系数的椭圆型方程 - u - μ u|x|2 =u2 - 1+λuq - 1|x|σ,x∈Ω ;u >0 ,x∈Ω ;u =0 ,x∈ Ω解的存在性结
2.
The existence of biharmonic problem with sub-critical exponent and singular coefficient Δ~2u-μu[]|x|~s=f(x)u~(q-1)+u~(p-1) are proved by using the mountain pass theorem and Sobolev—Hardy inequality.
利用Sobo lev-H ardy不等式和山路引理给出了一类带奇异系数和次临界指数的双调和椭圆型方程Δ2u-μu x s=f(x)uq-1+up-1,u>0,x∈;Ωu=0,x∈Ω非平凡解的存在性结果。
3.
The existence of solutions for a class of critical elliptic equations with singular coefficient is,under certain conditions, discussed by using variational methods and Hardy inequality, two sufficientconditions for existence of solutions are obtained.
本文利用变分法和Hardy不等式讨论了一类带奇异系数临界半线性椭圆方程,在一定条件下证明了方程解的存在性,并得到了解的存在性的两个充分条件。
6) singularity exponent
奇异指数
1.
8071, the singularity exponents vary from 0.
80 71,奇异指数 a( q)随 q值变化较大 ,为 0 。
2.
First,derivative of the multifractal spectrum and the singularity exponent is calculated,and then the value scope of the weight factor is determined.
多重分形谱能精细全面地描述工件表面图像特征,而采用配分的方法获得多重分形谱,并对具体的算法进行了描述,将多重分形谱和奇异指数对权重因子求取一阶导数,确定了权重因子的取值范围。
补充资料：基数标准(见基数)
基数标准(见基数)
level of basic load
lishu biaozhun基数标准(level of basic load)见基数。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条