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高斯列主元消去法解线性方程组
- 高斯消去法是一个古老的求解线性方程组的方法，但它的改进、变形得到的主元素消去法仍然是计算机上常用的计算方法。-Gaussian Elimination is an ancient solving linear equations method, but it's improving, the deformation of the main elements elimination method is commonly used by computer calculation.
mapc
- 计算子午圈半径M 计算卯酉圈半径N 计算玮圈半径r 计算经线弧长Sm 计算纬线弧长Sn 计算球面梯形面积 计算最大角度变形 计算球面极坐标-calculated Meridian circle radius circle conveniently calculated M N calculation Wei radius circle radius r calculated meridian arc Sm calculated latitude arc
aerofoil
- 一个能将一般图纸（CAD或其他）的弯曲或者其他变形之后的翼型复原成原始翼型-one can generally drawings (CAD or other) or other of bending deformation of the airfoil recovery after the original wing into Type
fenc
- 这个是变形chua电路的分岔图,对所有的chua电路都比较适合-the deformation is the bifurcation chua circuit map, for all chua are more suitable circuit
Oopfe
- 一个计算悬臂梁的有限元vc源码，包括变形后处理显示-a cantilever calculated by FEM vc source, including post-treatment showed deformation
灰色预测
- 这是灰色预测代码,一般灰色预测的参数需要应用到矩阵的运算,本代码通过对其变形,使其运算简单化.-This is a gray code forecast, Gray forecast general parameters applied to the needs of the matrix computation, the code through its deformation, it Operational simplistic.
FEMprogram
- 四面体网格划分的有限元计算源代码，在将变形体划分为四面体后，输入节点坐标，程序利用弹塑性本构，将载荷和位移关系转变为线性方程组，是一个很好的求解简单三维变形体的程序，还可输出单元变形量，应力等。-Tetrahedral mesh of the finite element method source code, in the deformed tetrahedron is divided into, the input node coordinates, the program using el
tshs
- 1.г函数、贝塔函数、阶乘及二项式系数 2.不完全г函数、误差函数 3.不完全贝塔函数 4.零阶、一阶和任意整数阶的第一、二类贝赛函数 5.零阶、一阶和任意整数阶的第一、二类变形贝赛函数 6.分数阶第一类贝赛尔函数和变形贝赛尔函数 7.指数积分和定指数积分 8.连带勒让德函数-1.г function, beta function, factorial and binomial coefficient 2. Not entirely г function, error
beamelement
- 这时一个基于梁元的有限元计算程序，其中ex1为主程序，调用其他函数，可以解决梁的变形，弯曲，超静定载荷等问题。-When a beam element based on the finite element program, which mainly Ex1 procedures, call the other function, can solve the beam deformation, bending, load hyperstatic issues.
zouxiang_i
- 沉陷变形计算。本程序可以给予概率积分模型计算沉陷变形的水平移动。-Subsidence deformation. This procedure can give probability integration model calculation of the level of subsidence deformation mobile.
exam3_1
- 采用平面梁单元计算平面刚架的变形和内力 功能：定义有限元模型、求解有限元模型、显示计算结果-Plane beam element calculation using plane frame function of the deformation and internal forces: the definition of finite element model, solving the finite element model, showing results
1
- 一篇关于kalman滤波的监测地表三维形变的研究文章-A kalman filter on the surface of three-dimensional deformation monitoring of the research papers
nolinear_one
- 用平面四边形等参单元和罚函数法求解含接触的大变形问题-Quadrilateral isoparametric element with the plane and the penalty function method for solving problems with large deformation contact
Shape-Variation
- 摘要: 研究了调节凸 B¨|zie 曲面、B-样条曲面及 NURBS 曲面(BBN 曲面)一个控制点以后,曲面形状变化的规 律.通过将 BBN 曲面分解成一张凸曲面与具有特殊形状曲面的叠加,建立了曲面变形前后一些几何量与变形位 移量之间的数量关系,得到了凸BBN曲面失去凸性的充分条件和判据.相应的结果可应用于调节与控制BBN曲 面形状的算法设计. -Abstract: The regulation convex B ¨ | zie surface, B-spline surfaces
exam3_1
- 关于计算平面刚架的变形和轴力、剪切力和弯矩的程序-Frame on the calculation of plane deformation and axial force, shear force and bending moment of the program
yagebidiedaifa
- 设方程组Ax=b 满足aii ≠0, 将方程组变形为: x=Bx+f, 则雅可比(Jacobi)迭代法是指 x(k+1)=Bx(k)+f 由初始解逐步迭代即可得到方程组的解-Set of equations Ax = b satisfy aii ≠ 0, the equations of deformation: x = Bx+ f, then the Jacobi (Jacobi) iteration is x (k+1) = Bx (k)+ f from the initial
tsts
- 数字散斑相关法在变形测量中的应用Digital speckle correlation method in the application of deformation -Digital speckle correlation method in the application of deformation measurements
beam
- 关于悬臂梁受力变形的数值模拟中udf编程部分-Cantilever force on the numerical simulation of deformation of the programming part of the udf
csstq
- 用变形QR方法计算实对称三角矩阵全部特征值与对应的特征向量-Deformation of the QR method to calculate the real symmetric triangular matrix all eigenvalues and corresponding eigenvectors
deformation_transfer
- 在不考虑邻近点算法的情况下实现变形传递的C源程序，包括解大型方程组的cholesky分解程序、点标记点程序、求解能量函数的程序。-Not consider the proximal point algorithm for deformation transfer of the C source code, including the solution of large-scale equations cholesky decomposition procedure, the point mark