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integral formula相关的网络例句

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与 integral formula 相关的网络例句 [注:此内容来源于网络,仅供参考]

The paper states the distinctions between Riemann integral and Lebesgue integral from the aspects of the definition of integral,the continuity of integrable function,the additivity of integral,integral limitation theorems and Newton-Leibnitz formula.

从积分的定义,可积函数的连续性,积分的可加性,积分极限定理,牛顿-莱布尼兹公式五个方面阐述了黎曼积分与勒贝格积分的区别。

In calculation of definite integral,beginners tend to use three methods of calculation:(1)Leibniz formula,(2)integration by substitution of definite integral,(3)integration by parts of definite integral.

在定积分计算中初学者常用的计算方法有三种:(1)利用牛顿-莱布尼兹公式,(2)定积分的换元积分法,(3)定积分的分部积分法。

To simplify the detrusion of the double integral exchange formula,a simple method is derived after using the recevant knowledge of the methed of substitution in definite integral and double integral.

为简化二重积分换元公式的推导,利用定积分的换元法及二重积分的有关知识,提出了一种简便的推导方法。

For calculation of the double integration on the boundary, the analytical formula of the first integral is deduced in detail with linear basic function, and a Gauss integration formula is used in the second integral.

以上算法利用Fortran 90 程序语言编制了计算程序。

Remove row and column' and 'put a big number' have been used for the first boundary;a continuous Regional Identification Function is used on the basis of non-variant nodal virtual flux method for the free surface boundary;Gauss formula is used to make the curved surface integral of the free surface boundary transformed as the difference between volumn integral and other curved surface integral to calculate the integral item on boundaries, which avoiding finding the position of free surface, while the continuous Regional Identification Function is applied to calculate volumn integral and surface integral;Crout and PCG method is used for solusion.

对于已知水头边界,采用"去行去列法"和"置大数法"进行处理;对于自由面穿过的单元,在固定网格节点虚流量法的基础上,引入连续的区域识别函数;对于非稳定渗流中自由面边界积分项,采用高斯公式将求自由面的面积分转化为求体积分与其他面积分之差,避免了求自由面的具体位置,同时在计算体积分和面积分时采用连续的区域识别函数;在解法上,采用直接解法和PCG法。

In chapter 4, Based on the orthogonality relations and duality of C-algebras, we study the decompositions of C-algebras, and give a Fourier inversion formula on C-algebras, which generalizes the Fourier inversion formula on the center of a finite group algebra over complex. As an application, we characterize the integral closure of C-algebras over the ring of integers, and show a necessary and sufficitient condition for elements of C-algbras being algbraic integral over integers.

第四章 我们应用C-代数的正交性及对偶性刻画了C-代数的一个分解,给出了C-代数上这个完全分解的Fourier反演公式,从而推广了Z分解的Fourier反演公式;作为Fourier反演公式的一个应用,我们刻画了Z在整数环Z上的整闭包,进一步我们研究了C-代数在整数环Z上的整闭包,给出了C-代数在整数环Z上为整元的一个充要条件。

Methods By using Lebesgue integral and Fouries series, area transformation formula of planar domain and variant transformation formula of double integral are discussed.

利用勒贝格积分和傅立叶级数讨论平面区域面积变换公式和二重积分变量变换公式。

Remove row and column' and 'put a big number' have been used for the first boundary;a continuous Regional Identification Function is used on the basis of non-variant nodal virtual flux method for the free surface boundary;Gauss formula is used to make the curved surface integral of the free surface boundary transformed as the difference between volumn integral and other curved surface integral to calculate the integral item on boundaries, which avoiding finding the position of free surface, while the continuous Regional Identification Function is applied to calculate volumn integral and surface integral;Crout and PCG method is used for solusion.

对于已知水头边界,采用&去行去列法&和&置大数法&进行处理;对于自由面穿过的单元,在固定网格节点虚流量法的基础上,引入连续的区域识别函数;对于非稳定渗流中自由面边界积分项,采用高斯公式将求自由面的面积分转化为求体积分与其他面积分之差,避免了求自由面的具体位置,同时在计算体积分和面积分时采用连续的区域识别函数;在解法上,采用直接解法和PCG法。

Based on the Collins integral formula, the propagation of generalized hypergeometric beams in paraxial ABCD optical systems is studied and the analytical expressions for complex amplitude at output plane are obtained.

利用柯林积分公式研究了广义超几何光束在ABCD近轴光学系统中的传播行为,得到了光束在输出平面复振幅的解析表达式。

The foundation soil is divided for finding the ultimate bearing capacity of a foundation with given buried depth and size. Supposing a uniform load acts on the foundation, Mindlin's integral formula and comer points method are used to get extra stress of every mesh knot by MATLAB program, then the principal stress is found. Combining with failure criterion, MATLAB program is used to find coordinates of points which are destroyed. Using graphic processing function of MATLAB, the failure points are showed in the coordinate.

为确定作用在已知埋深、给定基础形状地基土上的极限承载力,对基底下的土体进行网格划分,先假定一均布荷载作用在此地基土上,运用明德林解的积分公式,结合角点法,编制MATLAB语言程序,求出每个网格节点上附加应力,进而求得每个网格节点上主应力,根据破坏准则,结合程序找出破坏点的坐标,利用MATLAB的图形处理功能,把破坏点的坐标在坐标图中显示出来。

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