 全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多   trigonometric 的翻译结果: 查询用时：0.202秒 在分类学科中查询 所有学科 数学 自然地理学和测绘学 天文学 更多类别查询 历史查询  trigonometric 三角(545)  三角
 Using the estimation of character sums,the estimation of trigonometric sums and the analytic method,the second power mean of Dirichlet L-functions with the weight of Gauss sums is studied,and a sharp asymptotic formula∑χ≠χ 0|G(m,χ)| 2|L(1,χ)| 2=π 26φ 2(q)∏p|q1-1p 2+Oq 32ln 2qd(q)is given. 利用特征和估计、三角和估计及其解析方法研究 Dirichlet L-函数的二次加权均值 ,得到一个较好的二次加权均值定理以及均值分布的渐近公式∑χ≠χ0|G(m,χ) |2 |L (1 ,χ) |2 =π26φ2 (q) ∏p|q1 -1p2 +O q32 ln2 qd(q) . 短句来源 The(0,P(1/(2h)△_h)) Trigonometric Interpolations of Antiperiodic Functions 反周期函数的(0,P(1/(2h)△_h))三角插值 短句来源 The second power mean distribution of Dirichlet L-functions is studied by using some analytic methods such as estimation of trigonometric sum,estimation of character sum ect. . Its asymptotic formula is given as follows: ∑χ≠χ 0|G(m,χ)|2|L(1,χ)|2=π26φ2(q)∏p|q1-1p2+Oq 32ln2qd(q). 利用三角和估计、特征和估计等解析方法研究 Dirichlet L -函数的二次加权均值分布 ,得出均值分布的渐近公式∑χ≠χ0|G(m,χ) |2 |L (1,χ) |2 =π26 φ2 (q) ∏p| q1- 1p2 +O q32 ln2 qd(q) . 短句来源 T-Bézier Curves Based on Algebraic and Trigonometric Polynomials 基于三角和代数多项式的T-Bézier曲线 短句来源 On 2-Periodic〔0,p〔δ/2h〕〕Trigonometric Interpolation of Odd Equidistant Nodes 奇数个等距结点上的2-周期〔0,p〔δ/2h〕〕三角插值 短句来源 更多 “trigonometric”译为未确定词的双语例句
 With the aid of computer algebraic system " Maple" and using the trigonometric function method,the new exact and solitary wave solutions of the combined KdV equation φ t+ α φ φ x+ β φ 2φ x+ γ φ xxx=0 has been obtained. 文章借助计算机代数系统Maple,利用三角函数法,得到组合KdV方程tφ+αφxφ+βφ2xφ+γxφxx=0的显式精确解. 短句来源 In this paper,the writers prove that the condition“Sequence W(K)≥0 and monotone increasing”implicates the condition“sum from k=1 to 0 K~(-1) W(K)SinKX=O[W(n)]”of theorem 1 shown in the paper Estimates for a Class of Trigonometric Sums 本文证明了《某类三角和的估计》一文中定理1的条件“数列ω(K)≥0且为单调递增”包含了条件“sum from k=1 to n k~(-1)ω(k)sinkx=O[ω(n)]” 短句来源 We summarized two papers about constructing trigonometric blending function of Coons patches. One was the bases of {1, t, cos t, sin t} and another was the bases of {1, sin πt,cos πt, sin 2πt, cos 2πt, ..} . 一种是以{1,t,cost,sint}为基底,一种以{1,sinπt,cosπt,sin2πt,cos2πt,…}为基底。 短句来源 it is on the space {sint,cost,tsint,tcost,1,t,…,tk-5} of which k is an arbitrary integer larger than or equal to 5.It is shown that the mixed trigonometric polynomial B-spline curves have many similar properties to traditional B-splines. 它是建立在空间{sint,cost,tsint,tcost,1,t,…,tk-5}上,其中k是任意大于等于5的整数. 这种曲线与传统的B-样条曲线有很多相似的性质,给出了它具体的性质. 短句来源 Evaluations of the first kind of improper integrals ∫~∞_0sin(θx)x~ndx for positive integer n≥1 and θ≠0 are established using the trigonometric power formulae, the L′Hospital rule, integration by part, and mathematical induction. 利用三角函数幂公式、L′Hospital法则、分部积分公式,得到含有三角函数的第一类广义积分integral from n=0 to ∞(((sin(θ_x))/x)~ndx)的计算公式,其中n≥1且θ≠0. 短句来源 更多 相似匹配句对
 Algebraic-Trigonometric Splines 代数三角混合的样条曲线 短句来源 On the Method of Trigonometric Levelling 论三角水准测量方法 短句来源 查询“trigonometric”译词为用户自定义的双语例句

我想查看译文中含有：的双语例句  trigonometric
 Orthogonal Trigonometric Schauder Bases of Optimal Degree for C(K) For any ε >amp;gt; 0, we construct an orthonormal Schauder basis of C(K) consisting of trigonometric polynomials Tn n = 1, 2, . Tight Frames of Polynomials and the Truncated Trigonometric Moment Problem A simple parametrization is given for the set of positive measures with finite support on the circle group T that are solutions of the truncated trigonometric moment problem: In this paper we discuss smooth local trigonometric bases. 更多 A method for the analysis of cylindrical networks is proposed in this paper. Thecylindrical network is regarded as a space structure composed of ideal hinge-connected plane trusses with transversal members riqidly connected at joints.Taking the bendingmoments of the plane trusses, the deflections of the plane trusses and the bending mo-ments of the transversal members at joints as unknowns, the following finite differenceequations are obtained: (s,z) ---coordinates of joints. M_s(z)---bending moment of plane... A method for the analysis of cylindrical networks is proposed in this paper. Thecylindrical network is regarded as a space structure composed of ideal hinge-connected plane trusses with transversal members riqidly connected at joints.Taking the bendingmoments of the plane trusses, the deflections of the plane trusses and the bending mo-ments of the transversal members at joints as unknowns, the following finite differenceequations are obtained: (s,z) ---coordinates of joints. M_s(z)---bending moment of plane t?uss s at z. v_s(z)---deflection of plane t?uss s at z. G_s(z)---bending moment of transversal members at joint (s, z). q_s~p(z)---functions of loads. n---number of plane trusses. E---symbolic operator. Ef(x)=f(x+1), For simply supported case, the finite trigonometric series are employed to solve theabove equations. The solutions are given in the form:where M_(sr),G_(sr), v_(sr) are constants and m is the number of panels in the longitudinaldirection. For general cases, a method for sloving the above equations are presented, whichtransforms the system of simultaneous finite difference equations into independent finitedifference equations with the result that the solutions become easier to be obtained. 柱形纲架结构已有一些计算方法。本文用差分方程求解,得到一组联立差分方程,其中以横肋结点弯矩,横肋多边的横向切线位移,从向平面梁式桁架的弯矩M_s(z)为未知数,讨论了简支情形的解及一般的解法。 文献中的计算方法,当纵向格间较多时,要解高次特征方程和一系列的联立方程,对于简支情形,本文的方法避免了解特征方程。当横向格间较少时,用一般方法,可将联立方程孤立,使计算简化。 The load-supporting wall is the main construction element of the prefabricated building now in vogue. It is, in fact, a thin rectangular plate, along the boundary of which is reinforced a frame. The loads directly act on the frame. Our problem is to analyse the stresses both in the plate and in the frame. The method of solution this paper suggests consists in using the trigonometric series together with the principle of minimum strain energy. On the basis of having satisfied the bi-harmonic equation... The load-supporting wall is the main construction element of the prefabricated building now in vogue. It is, in fact, a thin rectangular plate, along the boundary of which is reinforced a frame. The loads directly act on the frame. Our problem is to analyse the stresses both in the plate and in the frame. The method of solution this paper suggests consists in using the trigonometric series together with the principle of minimum strain energy. On the basis of having satisfied the bi-harmonic equation for the plate, the requirement that along the connecting lines of the plate and the frame the displacements should be compatible is expressed by the condition that the strain energy of the whole system has to be minimum. Thus, we get a system of infinite simultaneous equations, from which to determine the necessary unknown coefficients. This article discusses two different loading conditions: the one concerns four concentrated loads at the middle of each sides of the frame, the other is for concentrated loads at each corner of the frame. From the rasults obtained, it can be known that the solution converges. very rapidly. 承重预制墙是装备式房屋的主要构件，它是在周界用一个框架加固的一块矩形薄板。作用的荷重系加在框架上，问题就在于分析板与框架内的应力。所提供的解法为：在板内满足双调和方程的基础上，运用整个系统的变形能为最小这条件，来满足板与框架在联结线上各点的位移相一致的条件。这样就得到了一系的无穷联立方程，从而决定应力的值。本文共讨论了两种荷重的形式：一是有四个集中力各作用在框架各边的中点，一是有集中力作用在框架的角点。 Schlesinger's trigonometric relations for combined static electron lenses are derived. The foci of Glaser's Glockenfeld are calculated by a 17-section approximation, the result of which is compared with their theoretical values and discussed. With the aid of parabolic axial potential distributions, two possible designs are suggested, in which the position of image remains fixed, while its magnification being changed. 本文推导了复合静电子透镜中成象的三角关系,向国内电子光学设计人员介绍了Schle-singer的电子三角学。文中利用电子三角学,以17段场逼近Glaser的钟形磁场,计算了它的焦点,并以此说明在用电子三角学的近似计算中误差的来源。本文还利用抛物线形的轴上电位分布,提出了电子象的位置不变、放大倍数可连续调变的两种设计方案。 << 更多相关文摘 相关查询

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